DEMO_febio_0035_blob_shear_contact_hex8

Below is a demonstration for:

Contents

Keywords

clear; close all; clc;

Plot settings

fontSize=15;
faceAlpha1=0.8;
faceAlpha2=0.3;
markerSize=40;
markerSize2=15;
lineWidth=3;

Control parameters

% Path names
defaultFolder = fileparts(fileparts(mfilename('fullpath')));
savePath=fullfile(defaultFolder,'data','temp');

% Defining file names
febioFebFileNamePart='tempModel';
febioFebFileName=fullfile(savePath,[febioFebFileNamePart,'.feb']); %FEB file name
febioLogFileName=fullfile(savePath,[febioFebFileNamePart,'.txt']); %FEBio log file name
febioLogFileName_disp=[febioFebFileNamePart,'_disp_out.txt']; %Log file name for exporting displacement
% febioLogFileName_force=[febioFebFileNamePart,'_force_out.txt']; %Log file name for exporting force

% Hemi-sphere parameters
hemiSphereRadius=6;
numElementsMantel=3;
smoothEdge=1;
solidElementType='hex20';%'hex20';
membraneThickness=0.1;

% Ground plate parameters
plateRadius=1.3*hemiSphereRadius;

% Probe parameters
probeWidth=3*hemiSphereRadius;
filletProbe=hemiSphereRadius/2; %Fillet radius

% Define probe displacement
probeDisplacement=hemiSphereRadius*2;
probeOverlapFactor=0.4;
probeLength=hemiSphereRadius*2;

% Material parameter set
l=1e-3;
lt=1000*l;
m=1e-3;
mt=1000*m;

mu1=mt;
mu2=mt;
mu3=m;
lambda11=lt;
lambda22=lt;
lambda12=lt;
lambda33=l;
lambda23=l;
lambda13=l;
[E1,E2,E3,G12,G23,G31,v12,v23,v31]=lameInvertHookeOrthotropic(mu1,mu2,mu3,lambda11,lambda22,lambda33,lambda12,lambda23,lambda13);

materialPropertiesFung.E1=E1;
materialPropertiesFung.E2=E2;
materialPropertiesFung.E3=E3;
materialPropertiesFung.G12=G12;
materialPropertiesFung.G23=G23;
materialPropertiesFung.G31=G31;
materialPropertiesFung.v12=v12;
materialPropertiesFung.v23=v23;
materialPropertiesFung.v31=v31;
materialPropertiesFung.c=10;
materialPropertiesFung.k=1000*mean([G12 G23 G31]);

%Ogden parameters
materialPropertiesOgden.c1=1e-3; %Shear-modulus-like parameter
materialPropertiesOgden.m1=2; %Material parameter setting degree of non-linearity
materialPropertiesOgden.k=1000*materialPropertiesOgden.c1; %Bulk modulus

% FEA control settings
numTimeSteps=100;
max_refs=25; %Max reforms
max_ups=0; %Set to zero to use full-Newton iterations
opt_iter=10; %Optimum number of iterations
max_retries=25; %Maximum number of retires
symmetric_stiffness=0;
min_residual=1e-20;
step_size=1/numTimeSteps;
dtmin=(1/numTimeSteps)/100; %Minimum time step size
dtmax=(1/numTimeSteps); %Maximum time step size

%Contact parameters
contactPenalty=0.01;
laugon=0;
minaug=1;
maxaug=10;
fric_coeff=0;
max_traction=0;

Creating model geometry and mesh

%Control settings
optionStruct.sphereRadius=hemiSphereRadius;
optionStruct.coreRadius=optionStruct.sphereRadius/2;
optionStruct.numElementsMantel=numElementsMantel;
optionStruct.numElementsCore=optionStruct.numElementsMantel*2;
optionStruct.outputStructType=2;
optionStruct.makeHollow=0;
optionStruct.cParSmooth.n=25;

% %Creating sphere
[meshStruct]=hexMeshHemiSphere(optionStruct);

% Access model element and patch data
Fb_blob=meshStruct.facesBoundary;
Cb_blob=meshStruct.boundaryMarker;
V_blob=meshStruct.nodes;
E_blob=meshStruct.elements;

F_blob=element2patch(E_blob);
pointSpacingBlob=mean(patchEdgeLengths(Fb_blob,V_blob));

%Smoothen edges
if smoothEdge==1
    %Get rigid region
    ind=1:1:size(V_blob,1); %Indices for all nodes
    indRigid1=find(ismember(ind,Fb_blob(Cb_blob==2,:)) & ~ismember(ind,Fb_blob(Cb_blob==1,:))); %Indices for new bottom surface nodes
    indRigid2=find(ismember(ind,Fb_blob(Cb_blob==1,:)) & ~ismember(ind,Fb_blob(Cb_blob==2,:))); %Indices for new bottom surface nodes
    indRigid=[indRigid1(:); indRigid2(:);];

    %Smoothing
    cPar.Method='HC';
    cPar.n=250;
    cPar.RigidConstraints=indRigid;
    [Vb_blob]=patchSmooth(F_blob,V_blob,[],cPar);
    indSmooth=unique(F_blob(:));
    V_blob(indSmooth,:)=Vb_blob(indSmooth,:);
    %Fix color data with new bottom surface
    Cb_blob=ones(size(Cb_blob));
    Cb_blob(all(ismember(Fb_blob,indRigid1),2))=2;

    meshStruct.nodes=V_blob;
end

if strcmp(solidElementType,'hex20')
    [E_blob,V_blob,~,~,Fb_blob]=hex8_hex20(E_blob,V_blob,{},Fb_blob);
    [Fb_blob_plot]=element2patch(Fb_blob,[],'quad8');

    meshStruct.elements=E_blob;
    meshStruct.nodes=V_blob;
    meshStruct.Fb=Fb_blob_plot;
    shellElementType='quad8';
else
    Fb_blob_plot=Fb_blob;
    shellElementType='quad4';
end

Visualize blob mesh

hFig=cFigure;
subplot(1,2,1); hold on;
hp=gpatch(Fb_blob_plot,V_blob,Cb_blob,'k',1);
hp.Marker='.';
hp.MarkerSize=markerSize2;

% patchNormPlot(Fb_blob,V_blob);
% plotV(V_blob(indRigid,:),'g.','MarkerSize',25);
axisGeom(gca,fontSize);
colormap(gjet); icolorbar;
camlight headlight;

hs=subplot(1,2,2); hold on;
title('Cut view of solid mesh','FontSize',fontSize);
optionStruct.hFig=[hFig hs];
gpatch(Fb_blob_plot,V_blob,'kw','none',0.25);
meshView(meshStruct,optionStruct);
axisGeom(gca,fontSize);
drawnow;

Creating rigid body shear surface

pointSpacingProbe=pointSpacingBlob/2;

%Sketching side profile
x=[-probeLength-hemiSphereRadius -hemiSphereRadius -hemiSphereRadius];
y=[0 0 0];
z=[hemiSphereRadius*(1-probeOverlapFactor) hemiSphereRadius*(1-probeOverlapFactor) hemiSphereRadius*1.5];
V_probe_curve_sketch=[x(:) y(:) z(:)];

%Fillet sketch
np=100; %Number of points used to construct each fillet edge
[V_probe_curve]=filletCurve(V_probe_curve_sketch,filletProbe,np,0);
numPointsProbeCurve=ceil(max(pathLength(V_probe_curve))/pointSpacingProbe);
[V_probe_curve] = evenlySampleCurve(V_probe_curve,numPointsProbeCurve,'pchip',0);

% Extruding curve
% controlParametersExtrude.pointSpacing=pointSpacingProbe;
controlParametersExtrude.depth=hemiSphereRadius*2.5;
controlParametersExtrude.numSteps=ceil(controlParametersExtrude.depth/pointSpacingProbe);
controlParametersExtrude.numSteps=controlParametersExtrude.numSteps+iseven(controlParametersExtrude.numSteps); %Force uneven
controlParametersExtrude.patchType='quad';
controlParametersExtrude.dir=0;
controlParametersExtrude.n=[0 1 0];
controlParametersExtrude.closeLoopOpt=0;

[F_probe,V_probe]=polyExtrude(V_probe_curve,controlParametersExtrude);
F_probe=fliplr(F_probe); %Invert face orientation so normals point to blob

if strcmp(solidElementType,'hex20')
    [F_probe,V_probe]=quad4_quad8(F_probe,V_probe);
    [F_probe_plot]=element2patch(F_probe,[],'quad8');
else
    F_probe_plot=F_probe;
end

center_of_mass_probe=mean(V_probe,1);

Visualizing probe mesh

cFigure; hold on;
title('The probe surface mesh','fontSize',fontSize);
gpatch(Fb_blob_plot,V_blob,'kw','none',0.5);
hl(1)=plotV(V_probe_curve_sketch,'k.-.','lineWidth',3,'MarkerSize',25);
hl(2)=plotV(V_probe_curve,'r-','lineWidth',3,'MarkerSize',25);
hl(3)=gpatch(F_probe_plot,V_probe,'gw','k',1);
% hl(3).Marker='.';
% hl(3).MarkerSize=markerSize2;
legend(hl,{'Sketched probe curve','Rounded probe curve','Probe surface mesh'}); clear hl;
axisGeom(gca,fontSize);
camlight headlight;
drawnow;

Join model node sets

V=[V_blob; V_probe];
F_probe=F_probe+size(V_blob,1);
F_probe_plot=F_probe_plot+size(V_blob,1);

Visualizing model

cFigure; hold on;
gtitle('Model components',fontSize);
hl(1)=gpatch(Fb_blob_plot,V,'rw','k',0.8);
hl(2)=gpatch(F_probe_plot,V,'gw','k',0.8);
legend(hl,{'Blob','Probe'}); clear hl;
axisGeom(gca,fontSize);
camlight headlight;
drawnow;

Get local material axes

[N3,Vn]=patchNormal(Fb_blob_plot,V);
[N1,N2]=vectorOrthogonalPair(N3); %Get orthogonal vector pair

Visualizing axes

cFigure; hold on;
gtitle('Local material axes',fontSize);
hl(1)=gpatch(Fb_blob_plot,V,'rw','k',0.9);
hl(2)=quiverVec(Vn,N1,pointSpacingBlob,'y');
hl(3)=quiverVec(Vn,N2,pointSpacingBlob,'g');
hl(4)=quiverVec(Vn,N3,pointSpacingBlob,'b');
legend(hl,{'Blob','1st axis','2nd axis','3rd axis'}); clear hl;
axisGeom(gca,fontSize);
camlight headlight;
drawnow;

Get contact surfaces

Visualize contact surfaces

cFigure;
title('Probe blob contact pair','fontsize',fontSize);
hl(1)=gpatch(F_probe_plot,V,'rw','k',1);
patchNormPlot(F_probe_plot,V);
hl(2)=gpatch(Fb_blob_plot,V,'gw','k',1);
patchNormPlot(Fb_blob_plot,V);
legend(hl,{'Master','Slave'}); clear hl;
axisGeom(gca,fontSize);
camlight headlight;

drawnow;

Setup boundary conditions

bcSupportList=unique(Fb_blob(Cb_blob==2,:));

Visualize boundary condition sets

cFigure; hold on;
title('Boundary conditions ','fontsize',fontSize);
gpatch(F_probe_plot,V,'kw','none',0.2);
gpatch(Fb_blob_plot,V,'kw','none',0.2);
hl(1)=plotV(V(bcSupportList,:),'k.','MarkerSize',markerSize);

legend(hl,{'Supported nodes'}); clear hl;
axisGeom(gca,fontSize);
camlight headlight;

drawnow;

Defining the FEBio input structure

See also febioStructTemplate and febioStruct2xml and the FEBio user manual.

%Get a template with default settings
[febio_spec]=febioStructTemplate;

%febio_spec version
febio_spec.ATTR.version='2.5';

%Module section
febio_spec.Module.ATTR.type='solid';

%Control section
febio_spec.Control.analysis.ATTR.type='static';
febio_spec.Control.time_steps=numTimeSteps;
febio_spec.Control.step_size=step_size;
febio_spec.Control.time_stepper.dtmin=dtmin;
febio_spec.Control.time_stepper.dtmax=dtmax;
febio_spec.Control.time_stepper.max_retries=max_retries;
febio_spec.Control.time_stepper.opt_iter=opt_iter;
febio_spec.Control.max_refs=max_refs;
febio_spec.Control.max_ups=max_ups;
febio_spec.Control.symmetric_stiffness=symmetric_stiffness;
febio_spec.Control.min_residual=min_residual;

%Material section
febio_spec.Material.material{1}.ATTR.type='Ogden';
febio_spec.Material.material{1}.ATTR.id=1;
febio_spec.Material.material{1}.c1=materialPropertiesOgden.c1;
febio_spec.Material.material{1}.m1=materialPropertiesOgden.m1;
febio_spec.Material.material{1}.c2=materialPropertiesOgden.c1;
febio_spec.Material.material{1}.m2=-materialPropertiesOgden.m1;
febio_spec.Material.material{1}.k=materialPropertiesOgden.k;

% febio_spec.Material.material{2}.ATTR.type='Ogden';
% febio_spec.Material.material{2}.ATTR.id=2;
% febio_spec.Material.material{2}.c1=materialPropertiesOgden.c1;
% febio_spec.Material.material{2}.m1=materialPropertiesOgden.m1;
% febio_spec.Material.material{2}.c2=materialPropertiesOgden.c1;
% febio_spec.Material.material{2}.m2=-materialPropertiesOgden.m1;
% febio_spec.Material.material{2}.k=materialPropertiesOgden.k;

febio_spec.Material.material{2}.ATTR.type='Fung orthotropic';
febio_spec.Material.material{2}.ATTR.id=2;
febio_spec.Material.material{2}.E1=materialPropertiesFung.E1;
febio_spec.Material.material{2}.E2=materialPropertiesFung.E2;
febio_spec.Material.material{2}.E3=materialPropertiesFung.E3;
febio_spec.Material.material{2}.G12=materialPropertiesFung.G12;
febio_spec.Material.material{2}.G23=materialPropertiesFung.G23;
febio_spec.Material.material{2}.G31=materialPropertiesFung.G31;
febio_spec.Material.material{2}.v12=materialPropertiesFung.v12;
febio_spec.Material.material{2}.v23=materialPropertiesFung.v23;
febio_spec.Material.material{2}.v31=materialPropertiesFung.v31;
febio_spec.Material.material{2}.c=materialPropertiesFung.c;
febio_spec.Material.material{2}.k=materialPropertiesFung.k;

febio_spec.Material.material{3}.ATTR.type='rigid body';
febio_spec.Material.material{3}.ATTR.id=3;
febio_spec.Material.material{3}.density=1;
febio_spec.Material.material{3}.center_of_mass=center_of_mass_probe;

%Geometry section
% -> Nodes
febio_spec.Geometry.Nodes{1}.ATTR.name='nodeSet_all'; %The node set name
febio_spec.Geometry.Nodes{1}.node.ATTR.id=(1:size(V,1))'; %The node id's
febio_spec.Geometry.Nodes{1}.node.VAL=V; %The nodel coordinates

% -> Elements
febio_spec.Geometry.Elements{1}.ATTR.type=solidElementType; %Element type of this set
febio_spec.Geometry.Elements{1}.ATTR.mat=1; %material index for this set
febio_spec.Geometry.Elements{1}.ATTR.name='Blob'; %Name of the element set
febio_spec.Geometry.Elements{1}.elem.ATTR.id=(1:1:size(E_blob,1))'; %Element id's
febio_spec.Geometry.Elements{1}.elem.VAL=E_blob;

febio_spec.Geometry.Elements{2}.ATTR.type=shellElementType; %Element type of this set
febio_spec.Geometry.Elements{2}.ATTR.mat=2; %material index for this set
febio_spec.Geometry.Elements{2}.ATTR.name='Membrane'; %Name of the element set
febio_spec.Geometry.Elements{2}.elem.ATTR.id=size(E_blob,1)+(1:1:size(Fb_blob,1))'; %Element id's
febio_spec.Geometry.Elements{2}.elem.VAL=Fb_blob;

febio_spec.Geometry.Elements{3}.ATTR.type=shellElementType; %Element type of this set
febio_spec.Geometry.Elements{3}.ATTR.mat=3; %material index for this set
febio_spec.Geometry.Elements{3}.ATTR.name='Probe'; %Name of the element set
febio_spec.Geometry.Elements{3}.elem.ATTR.id=size(E_blob,1)+size(Fb_blob,1)+(1:1:size(F_probe,1))'; %Element id's
febio_spec.Geometry.Elements{3}.elem.VAL=F_probe;

% -> NodeSets
febio_spec.Geometry.NodeSet{1}.ATTR.name='bcSupportList';
febio_spec.Geometry.NodeSet{1}.node.ATTR.id=bcSupportList(:);

%Boundary condition section
% -> Fix boundary conditions
febio_spec.Boundary.fix{1}.ATTR.bc='x';
febio_spec.Boundary.fix{1}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name;
febio_spec.Boundary.fix{2}.ATTR.bc='y';
febio_spec.Boundary.fix{2}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name;
febio_spec.Boundary.fix{3}.ATTR.bc='z';
febio_spec.Boundary.fix{3}.ATTR.node_set=febio_spec.Geometry.NodeSet{1}.ATTR.name;

% % -> Surfaces
febio_spec.Geometry.Surface{1}.ATTR.name='contact_master2';
febio_spec.Geometry.Surface{1}.(shellElementType).ATTR.lid=(1:1:size(F_probe,1))';
febio_spec.Geometry.Surface{1}.(shellElementType).VAL=F_probe;

febio_spec.Geometry.Surface{2}.ATTR.name='contact_slave2';
febio_spec.Geometry.Surface{2}.(shellElementType).ATTR.lid=(1:1:size(Fb_blob(Cb_blob==1,:),1))';
febio_spec.Geometry.Surface{2}.(shellElementType).VAL=Fb_blob(Cb_blob==1,:);

% -> Surface pairs
febio_spec.Geometry.SurfacePair{1}.ATTR.name='Contact2_probe_blob';
febio_spec.Geometry.SurfacePair{1}.master.ATTR.surface=febio_spec.Geometry.Surface{1}.ATTR.name;
febio_spec.Geometry.SurfacePair{1}.slave.ATTR.surface=febio_spec.Geometry.Surface{2}.ATTR.name;

% Mesh data
% febio_spec.Geometry.ElementSet{1}.ATTR.name='shell_set';
% febio_spec.Geometry.ElementSet{1}.elem.ATTR.id=febio_spec.Geometry.Elements{2}.elem.ATTR.id;

febio_spec.MeshData.ElementData{1}.ATTR.var='shell thickness';
febio_spec.MeshData.ElementData{1}.ATTR.elem_set=febio_spec.Geometry.Elements{2}.ATTR.name;
febio_spec.MeshData.ElementData{1}.elem.ATTR.lid=(1:1:size(Fb_blob,1))';
febio_spec.MeshData.ElementData{1}.elem.VAL=membraneThickness.*ones(size(Fb_blob));


febio_spec.MeshData.ElementData{2}.ATTR.elem_set=febio_spec.Geometry.Elements{2}.ATTR.name;
febio_spec.MeshData.ElementData{2}.ATTR.var='mat_axis';

for q=1:1:size(N1,1)
    febio_spec.MeshData.ElementData{2}.elem{q}.ATTR.lid=q;
    febio_spec.MeshData.ElementData{2}.elem{q}.a=N1(q,:);
    febio_spec.MeshData.ElementData{2}.elem{q}.d=N2(q,:);
end

%Boundary condition section
% -> Fix boundary conditions

% -> Prescribed boundary conditions on the rigid body
febio_spec.Boundary.rigid_body{1}.ATTR.mat=3;
febio_spec.Boundary.rigid_body{1}.fixed{1}.ATTR.bc='y';
febio_spec.Boundary.rigid_body{1}.fixed{2}.ATTR.bc='z';
febio_spec.Boundary.rigid_body{1}.fixed{3}.ATTR.bc='Rx';
febio_spec.Boundary.rigid_body{1}.fixed{4}.ATTR.bc='Ry';
febio_spec.Boundary.rigid_body{1}.fixed{5}.ATTR.bc='Rz';
febio_spec.Boundary.rigid_body{1}.prescribed.ATTR.bc='x';
febio_spec.Boundary.rigid_body{1}.prescribed.ATTR.lc=1;
febio_spec.Boundary.rigid_body{1}.prescribed.VAL=probeDisplacement;

%Contact section
febio_spec.Contact.contact{1}.ATTR.surface_pair=febio_spec.Geometry.SurfacePair{1}.ATTR.name;
febio_spec.Contact.contact{1}.ATTR.type='sliding-elastic';
febio_spec.Contact.contact{1}.two_pass=1;
febio_spec.Contact.contact{1}.laugon=laugon;
febio_spec.Contact.contact{1}.tolerance=0.2;
febio_spec.Contact.contact{1}.gaptol=0;
febio_spec.Contact.contact{1}.minaug=minaug;
febio_spec.Contact.contact{1}.maxaug=maxaug;
febio_spec.Contact.contact{1}.search_tol=0.01;
febio_spec.Contact.contact{1}.search_radius=0.1;
febio_spec.Contact.contact{1}.symmetric_stiffness=0;
febio_spec.Contact.contact{1}.auto_penalty=1;
febio_spec.Contact.contact{1}.penalty=contactPenalty;
febio_spec.Contact.contact{1}.fric_coeff=fric_coeff;

%Output section
% -> log file
febio_spec.Output.logfile.ATTR.file=febioLogFileName;
febio_spec.Output.logfile.node_data{1}.ATTR.file=febioLogFileName_disp;
febio_spec.Output.logfile.node_data{1}.ATTR.data='ux;uy;uz';
febio_spec.Output.logfile.node_data{1}.ATTR.delim=',';
febio_spec.Output.logfile.node_data{1}.VAL=1:size(V,1);

Quick viewing of the FEBio input file structure

The febView function can be used to view the xml structure in a MATLAB figure window.

febView(febio_spec); %Viewing the febio file

Exporting the FEBio input file

Exporting the febio_spec structure to an FEBio input file is done using the febioStruct2xml function.

febioStruct2xml(febio_spec,febioFebFileName); %Exporting to file and domNode

Running the FEBio analysis

To run the analysis defined by the created FEBio input file the runMonitorFEBio function is used. The input for this function is a structure defining job settings e.g. the FEBio input file name. The optional output runFlag informs the user if the analysis was run succesfully.

febioAnalysis.run_filename=febioFebFileName; %The input file name
febioAnalysis.run_logname=febioLogFileName; %The name for the log file
febioAnalysis.disp_on=1; %Display information on the command window
febioAnalysis.disp_log_on=1; %Display convergence information in the command window
febioAnalysis.runMode='internal';%'internal';
febioAnalysis.t_check=0.25; %Time for checking log file (dont set too small)
febioAnalysis.maxtpi=1e99; %Max analysis time
febioAnalysis.maxLogCheckTime=3; %Max log file checking time

[runFlag]=runMonitorFEBio(febioAnalysis);%START FEBio NOW!!!!!!!!
 
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
--- STARTING FEBIO JOB --- 04-Jun-2019 13:03:50
===========================================================================
         ________    _________   _________     __     _________            
        |        |\ |        |\ |        |\   |  |\  /         \\          
        |    ____|| |    ____|| |    __  ||   |__|| |    ___    ||         
        |   |\___\| |   |\___\| |   |\_| ||    \_\| |   //  \   ||         
        |   ||      |   ||      |   || | ||    __   |  ||    |  ||         
        |   ||__    |   ||__    |   ||_| ||   |  |\ |  ||    |  ||         
        |       |\  |       |\  |         \\  |  || |  ||    |  ||         
        |    ___||  |    ___||  |    ___   || |  || |  ||    |  ||         
        |   |\__\|  |   |\__\|  |   |\__|  || |  || |  ||    |  ||         
        |   ||      |   ||      |   ||  |  || |  || |  ||    |  ||         
        |   ||      |   ||___   |   ||__|  || |  || |   \\__/   ||         
        |   ||      |        |\ |          || |  || |           ||         
        |___||      |________|| |__________|| |__||  \_________//          
                                                                           
      F I N I T E   E L E M E N T S   F O R   B I O M E C H A N I C S      
                                                                           
                 --- v e r s i o n - 2 . 9 . 0 ---                 
                                                                           
                                                                           
  http://febio.org                                                         
  FEBio is a registered trademark.                                         
  copyright (c) 2006-2019 - All rights reserved                            
                                                                           
===========================================================================


Success loading plugin NeoHookeanPi.so (version 0.0.0)
Reading file /mnt/data/MATLAB/GIBBON/data/temp/tempModel.feb ...SUCCESS!
 ]0;(0%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 1 : 0.01 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111711

 1
 Nonlinear solution status: time= 0.01
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.671493e-24    2.371397e-23    0.000000e+00 
	   energy              1.699096e-27    5.235162e-28    1.699096e-29 
	   displacement        1.919011e-26    1.919011e-26    1.919011e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.01

 ]0;(1%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 2 : 0.02 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111675

 1
 Nonlinear solution status: time= 0.02
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.371397e-23    3.481087e-23    0.000000e+00 
	   energy              1.509661e-26    9.122107e-27    1.509661e-28 
	   displacement        2.911878e-26    2.911878e-26    2.911878e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.02

 ]0;(2%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 3 : 0.03 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111675

 1
 Nonlinear solution status: time= 0.03
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.481087e-23    3.283048e-23    0.000000e+00 
	   energy              2.313679e-26    1.128036e-26    2.313679e-28 
	   displacement        3.630981e-26    3.630981e-26    3.630981e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.03

 ]0;(3%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 4 : 0.04 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111675

 1
 Nonlinear solution status: time= 0.04
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.283048e-23    3.243944e-23    0.000000e+00 
	   energy              2.232426e-26    1.147551e-26    2.232426e-28 
	   displacement        4.521205e-26    4.521205e-26    4.521205e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.04

 ]0;(4%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 5 : 0.05 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111651

 1
 Nonlinear solution status: time= 0.05
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.243944e-23    3.600203e-23    0.000000e+00 
	   energy              2.238045e-26    1.060284e-26    2.238045e-28 
	   displacement        4.001740e-26    4.001740e-26    4.001740e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.05

 ]0;(5%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 6 : 0.06 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 1
 Nonlinear solution status: time= 0.06
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.600203e-23    3.265505e-23    0.000000e+00 
	   energy              2.148858e-26    1.072681e-26    2.148858e-28 
	   displacement        4.607993e-26    4.607993e-26    4.607993e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.06

 ]0;(6%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 7 : 0.07 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 1
 Nonlinear solution status: time= 0.07
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.265505e-23    3.525838e-23    0.000000e+00 
	   energy              2.142204e-26    1.048628e-26    2.142204e-28 
	   displacement        2.952659e-26    2.952659e-26    2.952659e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.07

 ]0;(7%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 8 : 0.08 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 1
 Nonlinear solution status: time= 0.08
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.525838e-23    3.279029e-23    0.000000e+00 
	   energy              2.222136e-26    1.015300e-26    2.222136e-28 
	   displacement        3.755800e-26    3.755800e-26    3.755800e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.08

 ]0;(8%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 9 : 0.09 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111675

 1
 Nonlinear solution status: time= 0.09
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.279029e-23    3.754004e-23    0.000000e+00 
	   energy              2.179220e-26    1.220373e-26    2.179220e-28 
	   displacement        3.426081e-26    3.426081e-26    3.426081e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.09

 ]0;(9%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 10 : 0.1 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 1
 Nonlinear solution status: time= 0.1
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.754004e-23    3.513990e-23    0.000000e+00 
	   energy              2.441649e-26    1.287445e-26    2.441649e-28 
	   displacement        3.965216e-26    3.965216e-26    3.965216e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.1

 ]0;(10%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 11 : 0.11 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111675

 1
 Nonlinear solution status: time= 0.11
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.513990e-23    3.166387e-23    0.000000e+00 
	   energy              2.384664e-26    1.211667e-26    2.384664e-28 
	   displacement        3.680916e-26    3.680916e-26    3.680916e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.11

 ]0;(11%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 12 : 0.12 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111675

 1
 Nonlinear solution status: time= 0.12
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.166387e-23    3.802484e-23    0.000000e+00 
	   energy              2.324262e-26    1.110994e-26    2.324262e-28 
	   displacement        3.699595e-26    3.699595e-26    3.699595e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.12

 ]0;(12%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 13 : 0.13 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111711

 1
 Nonlinear solution status: time= 0.13
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.802484e-23    3.228721e-23    0.000000e+00 
	   energy              2.313609e-26    1.092070e-26    2.313609e-28 
	   displacement        3.272042e-26    3.272042e-26    3.272042e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.13

 ]0;(13%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 14 : 0.14 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111675

 1
 Nonlinear solution status: time= 0.14
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.228721e-23    3.420898e-23    0.000000e+00 
	   energy              2.053542e-26    9.137252e-27    2.053542e-28 
	   displacement        3.719018e-26    3.719018e-26    3.719018e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.14

 ]0;(14%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 15 : 0.15 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111675

 1
 Nonlinear solution status: time= 0.15
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.420898e-23    3.300584e-23    0.000000e+00 
	   energy              2.270551e-26    1.171403e-26    2.270551e-28 
	   displacement        3.401047e-26    3.401047e-26    3.401047e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.15

 ]0;(15%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 16 : 0.16 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111651

 1
 Nonlinear solution status: time= 0.16
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.300584e-23    3.539529e-23    0.000000e+00 
	   energy              2.271809e-26    1.168660e-26    2.271809e-28 
	   displacement        3.983064e-26    3.983064e-26    3.983064e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.16

 ]0;(16%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 17 : 0.17 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111687

 1
 Nonlinear solution status: time= 0.17
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.539529e-23    3.838242e-23    0.000000e+00 
	   energy              2.218722e-26    1.099468e-26    2.218722e-28 
	   displacement        4.274740e-26    4.274740e-26    4.274740e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.17

 ]0;(17%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 18 : 0.18 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111747

 1
 Nonlinear solution status: time= 0.18
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.838242e-23    3.519828e-23    0.000000e+00 
	   energy              2.207695e-26    1.116374e-26    2.207695e-28 
	   displacement        3.188506e-26    3.188506e-26    3.188506e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.18

 ]0;(18%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 19 : 0.19 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111747

 1
 Nonlinear solution status: time= 0.19
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.519828e-23    3.748220e-23    0.000000e+00 
	   energy              2.199783e-26    1.090399e-26    2.199783e-28 
	   displacement        2.829815e-26    2.829815e-26    2.829815e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.19

 ]0;(19%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 20 : 0.2 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111747

 1
 Nonlinear solution status: time= 0.2
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.748220e-23    3.697287e-23    0.000000e+00 
	   energy              2.275647e-26    1.175093e-26    2.275647e-28 
	   displacement        3.103308e-26    3.103308e-26    3.103308e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.2

 ]0;(20%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 21 : 0.21 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111747

 1
 Nonlinear solution status: time= 0.21
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.697287e-23    3.648288e-23    0.000000e+00 
	   energy              2.296791e-26    1.056928e-26    2.296791e-28 
	   displacement        4.252354e-26    4.252354e-26    4.252354e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.21

 ]0;(21%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 22 : 0.22 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111747

 1
 Nonlinear solution status: time= 0.22
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.648288e-23    3.051499e-23    0.000000e+00 
	   energy              2.091426e-26    9.059634e-27    2.091426e-28 
	   displacement        3.483782e-26    3.483782e-26    3.483782e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.22

 ]0;(22%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 23 : 0.23 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111747

 1
 Nonlinear solution status: time= 0.23
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.051499e-23    3.944620e-23    0.000000e+00 
	   energy              1.934363e-26    1.044232e-26    1.934363e-28 
	   displacement        3.136447e-26    3.136447e-26    3.136447e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.23

 ]0;(23%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 24 : 0.24 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111747

 1
 Nonlinear solution status: time= 0.24
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.944620e-23    3.930347e-23    0.000000e+00 
	   energy              2.309732e-26    1.203170e-26    2.309732e-28 
	   displacement        4.388363e-26    4.388363e-26    4.388363e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * No force acting on the system.                                        *
 *************************************************************************

------- converged at time : 0.24

 ]0;(24%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 25 : 0.25 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111723

 1
 Nonlinear solution status: time= 0.25
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 1
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.930347e-23    1.435052e-06    0.000000e+00 
	   energy              2.371008e-26    5.003903e-18    2.371008e-28 
	   displacement        4.401518e-26    1.100380e-26    1.100380e-32 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111711

 2
 Nonlinear solution status: time= 0.25
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.435052e-06    1.219715e-03    0.000000e+00 
	   energy              5.003903e-18    8.181489e-08    5.003903e-20 
	   displacement        4.401518e-26    1.402819e-02    1.402819e-08 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111711

 3
 Nonlinear solution status: time= 0.25
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.219715e-03    7.858259e-14    0.000000e+00 
	   energy              8.181489e-08    1.395267e-12    8.181489e-10 
	   displacement        4.401518e-26    9.201928e-08    1.399644e-08 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111711

 4
 Nonlinear solution status: time= 0.25
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.219715e-03    1.252195e-21    0.000000e+00 
	   energy              8.181489e-08    4.141927e-18    8.181489e-10 
	   displacement        4.401518e-26    2.521927e-11    1.399526e-08 

------- converged at time : 0.25

 ]0;(25%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 26 : 0.26 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111711

 1
 Nonlinear solution status: time= 0.26
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 1
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.845649e-06    1.961872e-03    0.000000e+00 
	   energy              1.150604e-04    1.180019e-04    1.150604e-06 
	   displacement        6.745981e-02    1.686495e-02    1.686495e-08 
 *************************************************************************
 *                               WARNING                                 *
 *                                                                       *
 * Problem is diverging. Stiffness matrix will now be reformed           *
 *************************************************************************
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111723

 2
 Nonlinear solution status: time= 0.26
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.961872e-03    3.068046e-02    0.000000e+00 
	   energy              1.180019e-04    3.392662e-06    1.180019e-06 
	   displacement        6.745981e-02    7.776289e-02    1.666876e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111723

 3
 Nonlinear solution status: time= 0.26
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.961872e-03    2.898569e-07    0.000000e+00 
	   energy              1.180019e-04    1.180441e-08    1.180019e-06 
	   displacement        6.745981e-02    2.121284e-04    1.783295e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111723

 4
 Nonlinear solution status: time= 0.26
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.961872e-03    7.002228e-13    0.000000e+00 
	   energy              1.180019e-04    1.606247e-12    1.180019e-06 
	   displacement        6.745981e-02    3.172253e-08    1.783896e-07 

------- converged at time : 0.26

 ]0;(26%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 27 : 0.27 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111723

 1
 Nonlinear solution status: time= 0.27
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.867098e-05    5.466377e-01    0.000000e+00 
	   energy              8.469522e-04    5.003200e-05    8.469522e-06 
	   displacement        3.452243e-01    3.452243e-01    3.452243e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111687

 2
 Nonlinear solution status: time= 0.27
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.867098e-05    7.804950e-05    0.000000e+00 
	   energy              8.469522e-04    7.116812e-07    8.469522e-06 
	   displacement        3.452243e-01    2.557190e-03    3.948422e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111687

 3
 Nonlinear solution status: time= 0.27
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.867098e-05    2.792525e-08    0.000000e+00 
	   energy              8.469522e-04    4.229399e-10    8.469522e-06 
	   displacement        3.452243e-01    4.856025e-06    3.940472e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111687

 4
 Nonlinear solution status: time= 0.27
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.867098e-05    1.818805e-16    0.000000e+00 
	   energy              8.469522e-04    3.071692e-14    8.469522e-06 
	   displacement        3.452243e-01    4.927486e-10    3.940648e-07 

------- converged at time : 0.27

 ]0;(27%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 28 : 0.28 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111687

 1
 Nonlinear solution status: time= 0.28
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.383030e-04    1.467078e+00    0.000000e+00 
	   energy              1.993239e-03    5.703655e-05    1.993239e-05 
	   displacement        5.911293e-01    5.911293e-01    5.911293e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111687

 2
 Nonlinear solution status: time= 0.28
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.383030e-04    2.072553e-03    0.000000e+00 
	   energy              1.993239e-03    1.913622e-06    1.993239e-05 
	   displacement        5.911293e-01    6.502225e-03    6.966065e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111687

 3
 Nonlinear solution status: time= 0.28
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.383030e-04    1.485941e-06    0.000000e+00 
	   energy              1.993239e-03    3.757377e-09    1.993239e-05 
	   displacement        5.911293e-01    3.935368e-05    6.974017e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111687

 4
 Nonlinear solution status: time= 0.28
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.383030e-04    6.544861e-14    0.000000e+00 
	   energy              1.993239e-03    2.135366e-13    1.993239e-05 
	   displacement        5.911293e-01    8.181836e-09    6.974455e-07 

------- converged at time : 0.28

 ]0;(28%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 29 : 0.29 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111687

 1
 Nonlinear solution status: time= 0.29
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.904873e-04    1.695869e+00    0.000000e+00 
	   energy              2.312755e-03    1.278754e-04    2.312755e-05 
	   displacement        6.425277e-01    6.425277e-01    6.425277e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111651

 2
 Nonlinear solution status: time= 0.29
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.904873e-04    9.141875e-04    0.000000e+00 
	   energy              2.312755e-03    6.727520e-06    2.312755e-05 
	   displacement        6.425277e-01    1.105732e-02    7.957417e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111651

 3
 Nonlinear solution status: time= 0.29
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.904873e-04    9.632251e-06    0.000000e+00 
	   energy              2.312755e-03    6.699364e-09    2.312755e-05 
	   displacement        6.425277e-01    2.417363e-04    8.196103e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111651

 4
 Nonlinear solution status: time= 0.29
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.904873e-04    1.646836e-14    0.000000e+00 
	   energy              2.312755e-03    1.403096e-13    2.312755e-05 
	   displacement        6.425277e-01    5.610472e-09    8.195860e-07 

------- converged at time : 0.29

 ]0;(29%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 30 : 0.3 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111651

 1
 Nonlinear solution status: time= 0.3
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.561803e-04    2.161673e+00    0.000000e+00 
	   energy              2.922451e-03    4.429573e-05    2.922451e-05 
	   displacement        8.010631e-01    8.010631e-01    8.010631e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111651

 2
 Nonlinear solution status: time= 0.3
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.561803e-04    8.906661e-04    0.000000e+00 
	   energy              2.922451e-03    1.977424e-06    2.922451e-05 
	   displacement        8.010631e-01    2.821342e-03    8.580177e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111651

 3
 Nonlinear solution status: time= 0.3
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.561803e-04    1.972405e-06    0.000000e+00 
	   energy              2.922451e-03    5.047281e-09    2.922451e-05 
	   displacement        8.010631e-01    6.586908e-05    8.586060e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111651

 4
 Nonlinear solution status: time= 0.3
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            6.561803e-04    1.987122e-13    0.000000e+00 
	   energy              2.922451e-03    5.285680e-12    2.922451e-05 
	   displacement        8.010631e-01    6.553193e-08    8.582681e-07 

------- converged at time : 0.3

 ]0;(30%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 31 : 0.31 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111651

 1
 Nonlinear solution status: time= 0.31
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.483120e-04    2.740083e+00    0.000000e+00 
	   energy              3.814589e-03    1.449471e-04    3.814589e-05 
	   displacement        9.835680e-01    9.835680e-01    9.835680e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 2
 Nonlinear solution status: time= 0.31
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.483120e-04    1.666650e-03    0.000000e+00 
	   energy              3.814589e-03    2.497861e-06    3.814589e-05 
	   displacement        9.835680e-01    4.954669e-03    1.022651e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 3
 Nonlinear solution status: time= 0.31
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.483120e-04    3.240156e-06    0.000000e+00 
	   energy              3.814589e-03    2.726809e-08    3.814589e-05 
	   displacement        9.835680e-01    1.519305e-04    1.015125e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 4
 Nonlinear solution status: time= 0.31
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.483120e-04    3.319556e-11    0.000000e+00 
	   energy              3.814589e-03    1.539540e-10    3.814589e-05 
	   displacement        9.835680e-01    6.464547e-07    1.014931e-06 

------- converged at time : 0.31

 ]0;(31%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 32 : 0.32 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 1
 Nonlinear solution status: time= 0.32
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.041310e-03    3.066548e+00    0.000000e+00 
	   energy              4.575189e-03    2.381783e-04    4.575189e-05 
	   displacement        1.071656e+00    1.071656e+00    1.071656e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 2
 Nonlinear solution status: time= 0.32
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.041310e-03    5.381967e-03    0.000000e+00 
	   energy              4.575189e-03    4.469822e-06    4.575189e-05 
	   displacement        1.071656e+00    6.754067e-03    1.052758e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 3
 Nonlinear solution status: time= 0.32
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.041310e-03    1.284978e-05    0.000000e+00 
	   energy              4.575189e-03    8.093684e-08    4.575189e-05 
	   displacement        1.071656e+00    3.503887e-04    1.038048e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 4
 Nonlinear solution status: time= 0.32
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.041310e-03    5.982996e-10    0.000000e+00 
	   energy              4.575189e-03    6.499677e-10    4.575189e-05 
	   displacement        1.071656e+00    2.232335e-06    1.037125e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 5
 Nonlinear solution status: time= 0.32
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.041310e-03    2.220509e-14    0.000000e+00 
	   energy              4.575189e-03    2.320391e-12    4.575189e-05 
	   displacement        1.071656e+00    7.612592e-09    1.037059e-06 

------- converged at time : 0.32

 ]0;(32%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 33 : 0.33 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 1
 Nonlinear solution status: time= 0.33
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.220865e-03    3.235293e+00    0.000000e+00 
	   energy              5.227670e-03    1.988683e-04    5.227670e-05 
	   displacement        1.124235e+00    1.124235e+00    1.124235e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.33
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.220865e-03    1.096152e-02    0.000000e+00 
	   energy              5.227670e-03    6.621004e-06    5.227670e-05 
	   displacement        1.124235e+00    1.213928e-02    1.085280e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.33
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.220865e-03    2.255411e-05    0.000000e+00 
	   energy              5.227670e-03    1.245369e-07    5.227670e-05 
	   displacement        1.124235e+00    3.874310e-04    1.078108e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.33
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.220865e-03    1.514161e-09    0.000000e+00 
	   energy              5.227670e-03    1.476168e-09    5.227670e-05 
	   displacement        1.124235e+00    4.149250e-06    1.077075e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.33
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.220865e-03    1.475984e-13    0.000000e+00 
	   energy              5.227670e-03    9.654002e-12    5.227670e-05 
	   displacement        1.124235e+00    2.537389e-08    1.076987e-06 

------- converged at time : 0.33

 ]0;(33%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 34 : 0.34 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.34
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.345381e-03    3.546779e+00    0.000000e+00 
	   energy              5.801682e-03    1.749067e-04    5.801682e-05 
	   displacement        1.189807e+00    1.189807e+00    1.189807e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.34
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.345381e-03    2.167633e-02    0.000000e+00 
	   energy              5.801682e-03    5.143861e-06    5.801682e-05 
	   displacement        1.189807e+00    2.054839e-02    1.130763e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.34
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.345381e-03    2.771557e-05    0.000000e+00 
	   energy              5.801682e-03    9.443570e-08    5.801682e-05 
	   displacement        1.189807e+00    3.227983e-04    1.146925e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.34
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.345381e-03    6.676891e-10    0.000000e+00 
	   energy              5.801682e-03    1.076839e-09    5.801682e-05 
	   displacement        1.189807e+00    2.888017e-06    1.146270e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.34
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.345381e-03    1.302963e-13    0.000000e+00 
	   energy              5.801682e-03    8.383407e-12    5.801682e-05 
	   displacement        1.189807e+00    2.085527e-08    1.146217e-06 

------- converged at time : 0.34

 ]0;(34%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 35 : 0.35 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.35
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.324658e-03    3.725922e+00    0.000000e+00 
	   energy              6.127308e-03    1.372016e-04    6.127308e-05 
	   displacement        1.258036e+00    1.258036e+00    1.258036e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111519

 2
 Nonlinear solution status: time= 0.35
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.324658e-03    1.567766e-02    0.000000e+00 
	   energy              6.127308e-03    1.019699e-05    6.127308e-05 
	   displacement        1.258036e+00    1.650198e-02    1.257637e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111519

 3
 Nonlinear solution status: time= 0.35
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.324658e-03    7.017697e-05    0.000000e+00 
	   energy              6.127308e-03    2.794901e-07    6.127308e-05 
	   displacement        1.258036e+00    1.301166e-03    1.222118e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111519

 4
 Nonlinear solution status: time= 0.35
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.324658e-03    9.164084e-09    0.000000e+00 
	   energy              6.127308e-03    4.287951e-09    6.127308e-05 
	   displacement        1.258036e+00    1.833489e-05    1.218720e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111519

 5
 Nonlinear solution status: time= 0.35
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.324658e-03    9.884254e-13    0.000000e+00 
	   energy              6.127308e-03    4.148895e-11    6.127308e-05 
	   displacement        1.258036e+00    1.791459e-07    1.218347e-06 

------- converged at time : 0.35

 ]0;(35%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 36 : 0.36 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111519

 1
 Nonlinear solution status: time= 0.36
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.539909e-03    4.019505e+00    0.000000e+00 
	   energy              6.781518e-03    4.805603e-04    6.781518e-05 
	   displacement        1.490615e+00    1.490615e+00    1.490615e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111615

 2
 Nonlinear solution status: time= 0.36
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.539909e-03    1.304053e-02    0.000000e+00 
	   energy              6.781518e-03    1.028645e-05    6.781518e-05 
	   displacement        1.490615e+00    3.373258e-02    1.249014e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111633

 3
 Nonlinear solution status: time= 0.36
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.539909e-03    1.233343e-04    0.000000e+00 
	   energy              6.781518e-03    4.777688e-07    6.781518e-05 
	   displacement        1.490615e+00    2.558540e-03    1.197946e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 4
 Nonlinear solution status: time= 0.36
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.539909e-03    7.275866e-08    0.000000e+00 
	   energy              6.781518e-03    2.184508e-08    6.781518e-05 
	   displacement        1.490615e+00    8.480047e-05    1.188067e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 5
 Nonlinear solution status: time= 0.36
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.539909e-03    3.226560e-11    0.000000e+00 
	   energy              6.781518e-03    4.681257e-10    6.781518e-05 
	   displacement        1.490615e+00    1.775153e-06    1.186636e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 6
 Nonlinear solution status: time= 0.36
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.539909e-03    1.908038e-13    0.000000e+00 
	   energy              6.781518e-03    9.646151e-12    6.781518e-05 
	   displacement        1.490615e+00    3.624062e-08    1.186432e-06 

------- converged at time : 0.36

 ]0;(36%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 37 : 0.37 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 1
 Nonlinear solution status: time= 0.37
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.465241e-03    3.891470e+00    0.000000e+00 
	   energy              6.527446e-03    4.363738e-04    6.527446e-05 
	   displacement        1.447090e+00    1.447090e+00    1.447090e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 2
 Nonlinear solution status: time= 0.37
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.465241e-03    1.449951e-02    0.000000e+00 
	   energy              6.527446e-03    1.916385e-05    6.527446e-05 
	   displacement        1.447090e+00    4.184595e-02    1.194344e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111633

 3
 Nonlinear solution status: time= 0.37
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.465241e-03    4.360270e-04    0.000000e+00 
	   energy              6.527446e-03    1.525798e-06    6.527446e-05 
	   displacement        1.447090e+00    5.348150e-03    1.122775e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111633

 4
 Nonlinear solution status: time= 0.37
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.465241e-03    2.916843e-06    0.000000e+00 
	   energy              6.527446e-03    5.788158e-08    6.527446e-05 
	   displacement        1.447090e+00    2.455176e-04    1.121572e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 5
 Nonlinear solution status: time= 0.37
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.465241e-03    1.045423e-10    0.000000e+00 
	   energy              6.527446e-03    8.125569e-10    6.527446e-05 
	   displacement        1.447090e+00    3.174142e-06    1.120103e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 6
 Nonlinear solution status: time= 0.37
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.465241e-03    3.122543e-13    0.000000e+00 
	   energy              6.527446e-03    1.038179e-11    6.527446e-05 
	   displacement        1.447090e+00    3.970217e-08    1.119939e-06 

------- converged at time : 0.37

 ]0;(37%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 38 : 0.38 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 1
 Nonlinear solution status: time= 0.38
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.370567e-03    3.455055e+00    0.000000e+00 
	   energy              6.006697e-03    9.733093e-06    6.006697e-05 
	   displacement        1.276190e+00    1.276190e+00    1.276190e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.38
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.370567e-03    4.222414e-02    0.000000e+00 
	   energy              6.006697e-03    4.160329e-05    6.006697e-05 
	   displacement        1.276190e+00    3.626838e-02    1.199309e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.38
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.370567e-03    1.139331e-03    0.000000e+00 
	   energy              6.006697e-03    2.287052e-06    6.006697e-05 
	   displacement        1.276190e+00    4.713110e-03    1.176483e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.38
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.370567e-03    1.029771e-06    0.000000e+00 
	   energy              6.006697e-03    5.128336e-08    6.006697e-05 
	   displacement        1.276190e+00    1.216565e-04    1.172679e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.38
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.370567e-03    1.215604e-10    0.000000e+00 
	   energy              6.006697e-03    6.836129e-10    6.006697e-05 
	   displacement        1.276190e+00    1.516329e-06    1.172344e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 6
 Nonlinear solution status: time= 0.38
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.370567e-03    3.035623e-13    0.000000e+00 
	   energy              6.006697e-03    8.526610e-12    6.006697e-05 
	   displacement        1.276190e+00    1.837794e-08    1.172309e-06 

------- converged at time : 0.38

 ]0;(38%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 39 : 0.39 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.39
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.750567e-03    4.060479e+00    0.000000e+00 
	   energy              7.176703e-03    2.852162e-04    7.176703e-05 
	   displacement        1.368262e+00    1.368262e+00    1.368262e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.39
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.750567e-03    5.289320e-02    0.000000e+00 
	   energy              7.176703e-03    1.350191e-05    7.176703e-05 
	   displacement        1.368262e+00    4.047840e-02    1.226564e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.39
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.750567e-03    1.135773e-04    0.000000e+00 
	   energy              7.176703e-03    4.841955e-07    7.176703e-05 
	   displacement        1.368262e+00    1.685582e-03    1.201939e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.39
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.750567e-03    6.539726e-08    0.000000e+00 
	   energy              7.176703e-03    1.600774e-08    7.176703e-05 
	   displacement        1.368262e+00    4.249411e-05    1.198548e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.39
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.750567e-03    9.489861e-12    0.000000e+00 
	   energy              7.176703e-03    1.800652e-10    7.176703e-05 
	   displacement        1.368262e+00    4.626482e-07    1.198127e-06 

------- converged at time : 0.39

 ]0;(39%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 40 : 0.4 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.891992e-03    4.556390e+00    0.000000e+00 
	   energy              8.798473e-03    3.009396e-04    8.798473e-05 
	   displacement        1.414765e+00    1.414765e+00    1.414765e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.891992e-03    2.770691e-02    0.000000e+00 
	   energy              8.798473e-03    9.935008e-06    8.798473e-05 
	   displacement        1.414765e+00    2.889317e-02    1.329073e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.891992e-03    6.828646e-05    0.000000e+00 
	   energy              8.798473e-03    3.000889e-07    8.798473e-05 
	   displacement        1.414765e+00    1.341143e-03    1.310332e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.891992e-03    2.325091e-08    0.000000e+00 
	   energy              8.798473e-03    8.750290e-09    8.798473e-05 
	   displacement        1.414765e+00    2.676570e-05    1.308083e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.4
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.891992e-03    3.331257e-12    0.000000e+00 
	   energy              8.798473e-03    7.076309e-11    8.798473e-05 
	   displacement        1.414765e+00    1.997716e-07    1.307932e-06 

------- converged at time : 0.4

 ]0;(40%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 41 : 0.41 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.41
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.782175e-03    4.321549e+00    0.000000e+00 
	   energy              8.531116e-03    1.359476e-04    8.531116e-05 
	   displacement        1.422680e+00    1.422680e+00    1.422680e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.41
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.782175e-03    1.770207e-02    0.000000e+00 
	   energy              8.531116e-03    8.716645e-06    8.531116e-05 
	   displacement        1.422680e+00    2.477729e-02    1.347515e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.41
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.782175e-03    4.909150e-05    0.000000e+00 
	   energy              8.531116e-03    2.507593e-07    8.531116e-05 
	   displacement        1.422680e+00    1.348713e-03    1.322855e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.41
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.782175e-03    1.258497e-08    0.000000e+00 
	   energy              8.531116e-03    6.628233e-09    8.531116e-05 
	   displacement        1.422680e+00    2.148819e-05    1.320792e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.41
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.782175e-03    2.623858e-12    0.000000e+00 
	   energy              8.531116e-03    5.338097e-11    8.531116e-05 
	   displacement        1.422680e+00    1.571516e-07    1.320651e-06 

------- converged at time : 0.41

 ]0;(41%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 42 : 0.42 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.42
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.660985e-03    4.155067e+00    0.000000e+00 
	   energy              8.219263e-03    2.661439e-06    8.219263e-05 
	   displacement        1.374814e+00    1.374814e+00    1.374814e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.42
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.660985e-03    2.873740e-02    0.000000e+00 
	   energy              8.219263e-03    2.413412e-05    8.219263e-05 
	   displacement        1.374814e+00    3.664020e-02    1.332186e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.42
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.660985e-03    2.438204e-04    0.000000e+00 
	   energy              8.219263e-03    8.325452e-07    8.219263e-05 
	   displacement        1.374814e+00    4.145430e-03    1.284061e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.42
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.660985e-03    1.022775e-07    0.000000e+00 
	   energy              8.219263e-03    2.175996e-08    8.219263e-05 
	   displacement        1.374814e+00    5.516199e-05    1.285073e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.42
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.660985e-03    3.012546e-11    0.000000e+00 
	   energy              8.219263e-03    2.903288e-10    8.219263e-05 
	   displacement        1.374814e+00    7.450870e-07    1.284961e-06 

------- converged at time : 0.42

 ]0;(42%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 43 : 0.43 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.43
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.004766e-03    4.164980e+00    0.000000e+00 
	   energy              8.443234e-03    3.486256e-04    8.443234e-05 
	   displacement        1.356649e+00    1.356649e+00    1.356649e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.43
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.004766e-03    3.908309e-02    0.000000e+00 
	   energy              8.443234e-03    3.518752e-05    8.443234e-05 
	   displacement        1.356649e+00    3.461653e-02    1.424910e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.43
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.004766e-03    4.106233e-04    0.000000e+00 
	   energy              8.443234e-03    1.940168e-06    8.443234e-05 
	   displacement        1.356649e+00    3.663665e-03    1.398970e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.43
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.004766e-03    9.310439e-07    0.000000e+00 
	   energy              8.443234e-03    6.736297e-08    8.443234e-05 
	   displacement        1.356649e+00    1.407214e-04    1.400561e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.43
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.004766e-03    2.032112e-10    0.000000e+00 
	   energy              8.443234e-03    1.179614e-09    8.443234e-05 
	   displacement        1.356649e+00    2.322393e-06    1.400060e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 6
 Nonlinear solution status: time= 0.43
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.004766e-03    1.271739e-12    0.000000e+00 
	   energy              8.443234e-03    2.144187e-11    8.443234e-05 
	   displacement        1.356649e+00    4.195431e-08    1.399991e-06 

------- converged at time : 0.43

 ]0;(43%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 44 : 0.44 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.44
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.191854e-03    4.325557e+00    0.000000e+00 
	   energy              8.878882e-03    4.580085e-04    8.878882e-05 
	   displacement        1.405815e+00    1.405815e+00    1.405815e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.44
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.191854e-03    1.772675e-01    0.000000e+00 
	   energy              8.878882e-03    4.088463e-05    8.878882e-05 
	   displacement        1.405815e+00    6.572343e-02    1.484392e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.44
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.191854e-03    6.608137e-04    0.000000e+00 
	   energy              8.878882e-03    2.429889e-06    8.878882e-05 
	   displacement        1.405815e+00    5.119929e-03    1.441114e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.44
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.191854e-03    1.772182e-06    0.000000e+00 
	   energy              8.878882e-03    1.237481e-07    8.878882e-05 
	   displacement        1.405815e+00    2.624983e-04    1.435694e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.44
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.191854e-03    8.648142e-10    0.000000e+00 
	   energy              8.878882e-03    2.615632e-09    8.878882e-05 
	   displacement        1.405815e+00    4.239430e-06    1.435568e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 6
 Nonlinear solution status: time= 0.44
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.191854e-03    1.558144e-12    0.000000e+00 
	   energy              8.878882e-03    3.154131e-11    8.878882e-05 
	   displacement        1.405815e+00    4.879249e-08    1.435581e-06 

------- converged at time : 0.44

 ]0;(44%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 45 : 0.45 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.45
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.770464e-03    4.905376e+00    0.000000e+00 
	   energy              1.019854e-02    8.436797e-04    1.019854e-04 
	   displacement        1.558842e+00    1.558842e+00    1.558842e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.45
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.770464e-03    1.526908e-02    0.000000e+00 
	   energy              1.019854e-02    2.358540e-05    1.019854e-04 
	   displacement        1.558842e+00    3.853252e-02    1.334670e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.45
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.770464e-03    1.848357e-04    0.000000e+00 
	   energy              1.019854e-02    8.363225e-07    1.019854e-04 
	   displacement        1.558842e+00    4.496372e-03    1.270811e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.45
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.770464e-03    6.301075e-08    0.000000e+00 
	   energy              1.019854e-02    2.647400e-08    1.019854e-04 
	   displacement        1.558842e+00    1.009974e-04    1.259050e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.45
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.770464e-03    5.974440e-12    0.000000e+00 
	   energy              1.019854e-02    2.268656e-10    1.019854e-04 
	   displacement        1.558842e+00    8.505688e-07    1.257973e-06 

------- converged at time : 0.45

 ]0;(45%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 46 : 0.46 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.46
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.611145e-03    4.589400e+00    0.000000e+00 
	   energy              9.778429e-03    8.015344e-04    9.778429e-05 
	   displacement        1.527245e+00    1.527245e+00    1.527245e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.46
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.611145e-03    1.001007e-02    0.000000e+00 
	   energy              9.778429e-03    8.535307e-06    9.778429e-05 
	   displacement        1.527245e+00    2.953199e-02    1.354842e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.46
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.611145e-03    4.415331e-05    0.000000e+00 
	   energy              9.778429e-03    1.691349e-07    9.778429e-05 
	   displacement        1.527245e+00    2.283194e-03    1.318177e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.46
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.611145e-03    1.097259e-08    0.000000e+00 
	   energy              9.778429e-03    8.034416e-09    9.778429e-05 
	   displacement        1.527245e+00    3.664614e-05    1.311825e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.46
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.611145e-03    8.351548e-13    0.000000e+00 
	   energy              9.778429e-03    4.590884e-11    9.778429e-05 
	   displacement        1.527245e+00    2.073309e-07    1.311357e-06 

------- converged at time : 0.46

 ]0;(46%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 47 : 0.47 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.47
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.742343e-03    4.507300e+00    0.000000e+00 
	   energy              1.009519e-02    1.261695e-04    1.009519e-04 
	   displacement        1.635439e+00    1.635439e+00    1.635439e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.47
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.742343e-03    3.113898e-02    0.000000e+00 
	   energy              1.009519e-02    3.107486e-05    1.009519e-04 
	   displacement        1.635439e+00    5.350594e-02    1.515098e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.47
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.742343e-03    6.134980e-04    0.000000e+00 
	   energy              1.009519e-02    2.177077e-06    1.009519e-04 
	   displacement        1.635439e+00    8.152659e-03    1.453588e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.47
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.742343e-03    2.112270e-06    0.000000e+00 
	   energy              1.009519e-02    1.700550e-07    1.009519e-04 
	   displacement        1.635439e+00    4.386833e-04    1.450220e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.47
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.742343e-03    2.508742e-09    0.000000e+00 
	   energy              1.009519e-02    5.855853e-09    1.009519e-04 
	   displacement        1.635439e+00    1.359653e-05    1.450338e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 6
 Nonlinear solution status: time= 0.47
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.742343e-03    7.699869e-12    0.000000e+00 
	   energy              1.009519e-02    1.824709e-10    1.009519e-04 
	   displacement        1.635439e+00    4.253366e-07    1.450346e-06 

------- converged at time : 0.47

 ]0;(47%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 48 : 0.48 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.48
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.697202e-03    4.404460e+00    0.000000e+00 
	   energy              1.082834e-02    6.532288e-04    1.082834e-04 
	   displacement        1.586360e+00    1.586360e+00    1.586360e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.48
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.697202e-03    2.128209e-01    0.000000e+00 
	   energy              1.082834e-02    8.851903e-05    1.082834e-04 
	   displacement        1.586360e+00    1.259317e-01    1.582830e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.48
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.697202e-03    4.185437e-03    0.000000e+00 
	   energy              1.082834e-02    8.238023e-06    1.082834e-04 
	   displacement        1.586360e+00    1.761938e-02    1.540186e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.48
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.697202e-03    3.406330e-05    0.000000e+00 
	   energy              1.082834e-02    7.313624e-07    1.082834e-04 
	   displacement        1.586360e+00    1.474673e-03    1.548255e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.48
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.697202e-03    6.882823e-08    0.000000e+00 
	   energy              1.082834e-02    3.456163e-08    1.082834e-04 
	   displacement        1.586360e+00    5.764726e-05    1.552424e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 6
 Nonlinear solution status: time= 0.48
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.697202e-03    1.583327e-10    0.000000e+00 
	   energy              1.082834e-02    1.153205e-09    1.082834e-04 
	   displacement        1.586360e+00    1.841990e-06    1.553314e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 7
 Nonlinear solution status: time= 0.48
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.697202e-03    1.760749e-12    0.000000e+00 
	   energy              1.082834e-02    3.518849e-11    1.082834e-04 
	   displacement        1.586360e+00    5.594365e-08    1.553470e-06 

------- converged at time : 0.48

 ]0;(48%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 49 : 0.49 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.49
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.875158e-03    4.172294e+00    0.000000e+00 
	   energy              1.109614e-02    5.338206e-04    1.109614e-04 
	   displacement        1.572323e+00    1.572323e+00    1.572323e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.49
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.875158e-03    5.784177e-02    0.000000e+00 
	   energy              1.109614e-02    5.970423e-05    1.109614e-04 
	   displacement        1.572323e+00    7.045419e-02    1.517768e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.49
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.875158e-03    1.846742e-03    0.000000e+00 
	   energy              1.109614e-02    5.068024e-06    1.109614e-04 
	   displacement        1.572323e+00    1.563400e-02    1.424561e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.49
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.875158e-03    1.233999e-05    0.000000e+00 
	   energy              1.109614e-02    5.035341e-07    1.109614e-04 
	   displacement        1.572323e+00    1.262789e-03    1.413967e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.49
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.875158e-03    3.461939e-08    0.000000e+00 
	   energy              1.109614e-02    2.539327e-08    1.109614e-04 
	   displacement        1.572323e+00    6.012707e-05    1.412850e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 6
 Nonlinear solution status: time= 0.49
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.875158e-03    1.118342e-10    0.000000e+00 
	   energy              1.109614e-02    9.608870e-10    1.109614e-04 
	   displacement        1.572323e+00    2.158225e-06    1.412551e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 7
 Nonlinear solution status: time= 0.49
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.875158e-03    1.936123e-12    0.000000e+00 
	   energy              1.109614e-02    3.114497e-11    1.109614e-04 
	   displacement        1.572323e+00    6.997530e-08    1.412495e-06 

------- converged at time : 0.49

 ]0;(49%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 50 : 0.5 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.5
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.551967e-03    3.960168e+00    0.000000e+00 
	   energy              1.030795e-02    3.579440e-04    1.030795e-04 
	   displacement        1.457126e+00    1.457126e+00    1.457126e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.5
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.551967e-03    1.335699e-01    0.000000e+00 
	   energy              1.030795e-02    8.779368e-05    1.030795e-04 
	   displacement        1.457126e+00    1.453567e-01    1.260837e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.5
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.551967e-03    5.216602e-03    0.000000e+00 
	   energy              1.030795e-02    8.702404e-06    1.030795e-04 
	   displacement        1.457126e+00    2.784732e-02    1.187210e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.5
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.551967e-03    4.541963e-05    0.000000e+00 
	   energy              1.030795e-02    8.869413e-07    1.030795e-04 
	   displacement        1.457126e+00    2.739454e-03    1.181251e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.5
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.551967e-03    1.096981e-07    0.000000e+00 
	   energy              1.030795e-02    4.538226e-08    1.030795e-04 
	   displacement        1.457126e+00    1.272216e-04    1.181380e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 6
 Nonlinear solution status: time= 0.5
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.551967e-03    3.563060e-10    0.000000e+00 
	   energy              1.030795e-02    2.098678e-09    1.030795e-04 
	   displacement        1.457126e+00    5.645822e-06    1.181067e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 7
 Nonlinear solution status: time= 0.5
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.551967e-03    4.035350e-12    0.000000e+00 
	   energy              1.030795e-02    7.645725e-11    1.030795e-04 
	   displacement        1.457126e+00    1.959565e-07    1.181071e-06 

------- converged at time : 0.5

 ]0;(50%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 51 : 0.51 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.51
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.425095e-03    3.926965e+00    0.000000e+00 
	   energy              1.006121e-02    6.128742e-04    1.006121e-04 
	   displacement        1.322533e+00    1.322533e+00    1.322533e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.51
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.425095e-03    1.452715e-01    0.000000e+00 
	   energy              1.006121e-02    8.735952e-05    1.006121e-04 
	   displacement        1.322533e+00    1.756170e-01    1.063512e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.51
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.425095e-03    4.991016e-03    0.000000e+00 
	   energy              1.006121e-02    8.382065e-06    1.006121e-04 
	   displacement        1.322533e+00    3.399120e-02    1.018760e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.51
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.425095e-03    4.965827e-05    0.000000e+00 
	   energy              1.006121e-02    8.321490e-07    1.006121e-04 
	   displacement        1.322533e+00    3.183719e-03    1.027791e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.51
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.425095e-03    1.238200e-07    0.000000e+00 
	   energy              1.006121e-02    4.497397e-08    1.006121e-04 
	   displacement        1.322533e+00    1.601903e-04    1.031258e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 6
 Nonlinear solution status: time= 0.51
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.425095e-03    2.580771e-10    0.000000e+00 
	   energy              1.006121e-02    1.888150e-09    1.006121e-04 
	   displacement        1.322533e+00    6.154235e-06    1.032106e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 7
 Nonlinear solution status: time= 0.51
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.425095e-03    3.929620e-12    0.000000e+00 
	   energy              1.006121e-02    7.364987e-11    1.006121e-04 
	   displacement        1.322533e+00    2.424957e-07    1.032266e-06 

------- converged at time : 0.51

 ]0;(51%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 52 : 0.52 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.52
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.129221e-03    3.701540e+00    0.000000e+00 
	   energy              9.458733e-03    1.432645e-04    9.458733e-05 
	   displacement        1.242038e+00    1.242038e+00    1.242038e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.52
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.129221e-03    1.030533e-01    0.000000e+00 
	   energy              9.458733e-03    5.344546e-05    9.458733e-05 
	   displacement        1.242038e+00    1.384149e-01    1.092465e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.52
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.129221e-03    2.768735e-03    0.000000e+00 
	   energy              9.458733e-03    3.995289e-06    9.458733e-05 
	   displacement        1.242038e+00    2.270430e-02    1.055213e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.52
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.129221e-03    1.234546e-05    0.000000e+00 
	   energy              9.458733e-03    3.120461e-07    9.458733e-05 
	   displacement        1.242038e+00    1.473510e-03    1.060879e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.52
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.129221e-03    1.502292e-08    0.000000e+00 
	   energy              9.458733e-03    1.153683e-08    9.458733e-05 
	   displacement        1.242038e+00    4.803925e-05    1.062843e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 6
 Nonlinear solution status: time= 0.52
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.129221e-03    2.344043e-11    0.000000e+00 
	   energy              9.458733e-03    3.195259e-10    9.458733e-05 
	   displacement        1.242038e+00    1.256691e-06    1.063227e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 7
 Nonlinear solution status: time= 0.52
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.129221e-03    3.366678e-13    0.000000e+00 
	   energy              9.458733e-03    8.043560e-12    9.458733e-05 
	   displacement        1.242038e+00    3.154277e-08    1.063288e-06 

------- converged at time : 0.52

 ]0;(52%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 53 : 0.53 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.53
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.784773e-03    3.578682e+00    0.000000e+00 
	   energy              8.585579e-03    1.934961e-05    8.585579e-05 
	   displacement        1.097977e+00    1.097977e+00    1.097977e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.53
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.784773e-03    6.815698e-02    0.000000e+00 
	   energy              8.585579e-03    5.338985e-05    8.585579e-05 
	   displacement        1.097977e+00    1.095648e-01    9.848041e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.53
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.784773e-03    2.885891e-03    0.000000e+00 
	   energy              8.585579e-03    3.889094e-06    8.585579e-05 
	   displacement        1.097977e+00    2.452991e-02    9.432983e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.53
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.784773e-03    1.085410e-05    0.000000e+00 
	   energy              8.585579e-03    2.662755e-07    8.585579e-05 
	   displacement        1.097977e+00    1.441075e-03    9.471805e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.53
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.784773e-03    7.215768e-09    0.000000e+00 
	   energy              8.585579e-03    8.378770e-09    8.585579e-05 
	   displacement        1.097977e+00    3.815981e-05    9.475028e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 6
 Nonlinear solution status: time= 0.53
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.784773e-03    1.404349e-11    0.000000e+00 
	   energy              8.585579e-03    2.118643e-10    8.585579e-05 
	   displacement        1.097977e+00    8.930420e-07    9.476638e-07 

------- converged at time : 0.53

 ]0;(53%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 54 : 0.54 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.54
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509435e-03    3.428930e+00    0.000000e+00 
	   energy              7.919813e-03    5.127262e-04    7.919813e-05 
	   displacement        1.003476e+00    1.003476e+00    1.003476e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.54
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509435e-03    8.731603e-02    0.000000e+00 
	   energy              7.919813e-03    1.021577e-04    7.919813e-05 
	   displacement        1.003476e+00    1.404784e-01    9.635072e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.54
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509435e-03    1.428292e-02    0.000000e+00 
	   energy              7.919813e-03    1.279532e-05    7.919813e-05 
	   displacement        1.003476e+00    3.979722e-02    1.006722e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.54
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509435e-03    6.732995e-05    0.000000e+00 
	   energy              7.919813e-03    1.118462e-06    7.919813e-05 
	   displacement        1.003476e+00    3.387413e-03    1.037672e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.54
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509435e-03    2.654731e-07    0.000000e+00 
	   energy              7.919813e-03    6.734548e-08    7.919813e-05 
	   displacement        1.003476e+00    1.959866e-04    1.046723e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 6
 Nonlinear solution status: time= 0.54
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509435e-03    9.358179e-10    0.000000e+00 
	   energy              7.919813e-03    3.260757e-09    7.919813e-05 
	   displacement        1.003476e+00    8.547906e-06    1.048890e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 7
 Nonlinear solution status: time= 0.54
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.509435e-03    1.259423e-11    0.000000e+00 
	   energy              7.919813e-03    1.363170e-10    7.919813e-05 
	   displacement        1.003476e+00    3.539481e-07    1.049335e-06 

------- converged at time : 0.54

 ]0;(54%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 55 : 0.55 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.55
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.170116e-03    5.482775e+00    0.000000e+00 
	   energy              9.342390e-03    5.048647e-04    9.342390e-05 
	   displacement        9.321758e-01    9.321758e-01    9.321758e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.55
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.170116e-03    1.724925e-01    0.000000e+00 
	   energy              9.342390e-03    9.070794e-05    9.342390e-05 
	   displacement        9.321758e-01    1.975343e-01    1.030115e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.55
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.170116e-03    1.026418e-02    0.000000e+00 
	   energy              9.342390e-03    1.027232e-05    9.342390e-05 
	   displacement        9.321758e-01    4.101066e-02    1.092917e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.55
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.170116e-03    8.793296e-05    0.000000e+00 
	   energy              9.342390e-03    1.547172e-06    9.342390e-05 
	   displacement        9.321758e-01    4.551755e-03    1.139461e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.55
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.170116e-03    3.520683e-07    0.000000e+00 
	   energy              9.342390e-03    1.046497e-07    9.342390e-05 
	   displacement        9.321758e-01    2.745421e-04    1.152462e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 6
 Nonlinear solution status: time= 0.55
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.170116e-03    1.231682e-09    0.000000e+00 
	   energy              9.342390e-03    5.117273e-09    9.342390e-05 
	   displacement        9.321758e-01    1.243094e-05    1.155386e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 7
 Nonlinear solution status: time= 0.55
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.170116e-03    2.016342e-11    0.000000e+00 
	   energy              9.342390e-03    2.160708e-10    9.342390e-05 
	   displacement        9.321758e-01    5.198121e-07    1.155988e-06 

------- converged at time : 0.55

 ]0;(55%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 56 : 0.56 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.56
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.276826e-03    6.035168e+00    0.000000e+00 
	   energy              9.800629e-03    2.221738e-04    9.800629e-05 
	   displacement        8.588056e-01    8.588056e-01    8.588056e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 2
 Nonlinear solution status: time= 0.56
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.276826e-03    4.648028e-01    0.000000e+00 
	   energy              9.800629e-03    1.439208e-04    9.800629e-05 
	   displacement        8.588056e-01    2.789914e-01    1.041220e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 3
 Nonlinear solution status: time= 0.56
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.276826e-03    1.375223e-02    0.000000e+00 
	   energy              9.800629e-03    1.762714e-05    9.800629e-05 
	   displacement        8.588056e-01    4.366501e-02    1.193475e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 4
 Nonlinear solution status: time= 0.56
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.276826e-03    2.528787e-04    0.000000e+00 
	   energy              9.800629e-03    2.804416e-06    9.800629e-05 
	   displacement        8.588056e-01    6.682975e-03    1.295402e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 5
 Nonlinear solution status: time= 0.56
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.276826e-03    1.250277e-06    0.000000e+00 
	   energy              9.800629e-03    2.203619e-07    9.800629e-05 
	   displacement        8.588056e-01    4.253459e-04    1.325728e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 6
 Nonlinear solution status: time= 0.56
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.276826e-03    4.898540e-09    0.000000e+00 
	   energy              9.800629e-03    1.132206e-08    9.800629e-05 
	   displacement        8.588056e-01    2.023142e-05    1.332766e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 7
 Nonlinear solution status: time= 0.56
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.276826e-03    6.301923e-11    0.000000e+00 
	   energy              9.800629e-03    4.980277e-10    9.800629e-05 
	   displacement        8.588056e-01    8.800999e-07    1.334247e-06 

------- converged at time : 0.56

 ]0;(56%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 57 : 0.57 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 1
 Nonlinear solution status: time= 0.57
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.789782e-03    5.961106e+00    0.000000e+00 
	   energy              9.960423e-03    1.000644e-03    9.960423e-05 
	   displacement        8.079616e-01    8.079616e-01    8.079616e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 2
 Nonlinear solution status: time= 0.57
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.789782e-03    2.684439e-01    0.000000e+00 
	   energy              9.960423e-03    1.454604e-04    9.960423e-05 
	   displacement        8.079616e-01    1.960424e-01    1.133698e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 3
 Nonlinear solution status: time= 0.57
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.789782e-03    1.371030e-02    0.000000e+00 
	   energy              9.960423e-03    1.452346e-05    9.960423e-05 
	   displacement        8.079616e-01    4.291419e-02    1.268032e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 4
 Nonlinear solution status: time= 0.57
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.789782e-03    1.236193e-04    0.000000e+00 
	   energy              9.960423e-03    1.667605e-06    9.960423e-05 
	   displacement        8.079616e-01    4.415213e-03    1.352207e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 5
 Nonlinear solution status: time= 0.57
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.789782e-03    3.489306e-07    0.000000e+00 
	   energy              9.960423e-03    8.992806e-08    9.960423e-05 
	   displacement        8.079616e-01    1.916809e-04    1.371884e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 6
 Nonlinear solution status: time= 0.57
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.789782e-03    8.697086e-10    0.000000e+00 
	   energy              9.960423e-03    3.243787e-09    9.960423e-05 
	   displacement        8.079616e-01    6.158643e-06    1.375770e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 7
 Nonlinear solution status: time= 0.57
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.789782e-03    1.050229e-11    0.000000e+00 
	   energy              9.960423e-03    9.774806e-11    9.960423e-05 
	   displacement        8.079616e-01    1.829181e-07    1.376445e-06 

------- converged at time : 0.57

 ]0;(57%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 58 : 0.58 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111579

 1
 Nonlinear solution status: time= 0.58
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.295395e-03    5.040299e+00    0.000000e+00 
	   energy              8.813523e-03    7.970143e-04    8.813523e-05 
	   displacement        7.214377e-01    7.214377e-01    7.214377e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 2
 Nonlinear solution status: time= 0.58
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.295395e-03    9.321622e-02    0.000000e+00 
	   energy              8.813523e-03    7.228914e-05    8.813523e-05 
	   displacement        7.214377e-01    1.100838e-01    9.457098e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 3
 Nonlinear solution status: time= 0.58
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.295395e-03    2.929513e-03    0.000000e+00 
	   energy              8.813523e-03    3.970782e-06    8.813523e-05 
	   displacement        7.214377e-01    1.958629e-02    9.967599e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 4
 Nonlinear solution status: time= 0.58
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.295395e-03    6.366286e-06    0.000000e+00 
	   energy              8.813523e-03    3.099558e-07    8.813523e-05 
	   displacement        7.214377e-01    9.884959e-04    1.025121e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 5
 Nonlinear solution status: time= 0.58
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.295395e-03    7.521653e-09    0.000000e+00 
	   energy              8.813523e-03    9.861863e-09    8.813523e-05 
	   displacement        7.214377e-01    2.611370e-05    1.030568e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 6
 Nonlinear solution status: time= 0.58
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.295395e-03    2.408790e-11    0.000000e+00 
	   energy              8.813523e-03    2.185883e-10    8.813523e-05 
	   displacement        7.214377e-01    5.457075e-07    1.031396e-06 

------- converged at time : 0.58

 ]0;(58%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 59 : 0.59 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 1
 Nonlinear solution status: time= 0.59
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.901260e-03    3.780773e+00    0.000000e+00 
	   energy              7.969445e-03    5.485461e-04    7.969445e-05 
	   displacement        7.023012e-01    7.023012e-01    7.023012e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 2
 Nonlinear solution status: time= 0.59
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.901260e-03    4.988651e-02    0.000000e+00 
	   energy              7.969445e-03    3.957951e-05    7.969445e-05 
	   displacement        7.023012e-01    8.035485e-02    8.447126e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 3
 Nonlinear solution status: time= 0.59
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.901260e-03    3.872684e-04    0.000000e+00 
	   energy              7.969445e-03    1.558794e-06    7.969445e-05 
	   displacement        7.023012e-01    7.940130e-03    8.573582e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 4
 Nonlinear solution status: time= 0.59
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.901260e-03    3.561060e-07    0.000000e+00 
	   energy              7.969445e-03    7.394162e-08    7.969445e-05 
	   displacement        7.023012e-01    2.312940e-04    8.653549e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 5
 Nonlinear solution status: time= 0.59
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.901260e-03    1.286609e-10    0.000000e+00 
	   energy              7.969445e-03    1.172814e-09    7.969445e-05 
	   displacement        7.023012e-01    3.421090e-06    8.664888e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 6
 Nonlinear solution status: time= 0.59
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.901260e-03    4.691219e-13    0.000000e+00 
	   energy              7.969445e-03    1.365258e-11    7.969445e-05 
	   displacement        7.023012e-01    4.019225e-08    8.666154e-07 

------- converged at time : 0.59

 ]0;(59%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 60 : 0.6 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 1
 Nonlinear solution status: time= 0.6
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.354552e-03    3.704487e+00    0.000000e+00 
	   energy              9.433619e-03    4.621927e-05    9.433619e-05 
	   displacement        9.716898e-01    9.716898e-01    9.716898e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111639

 2
 Nonlinear solution status: time= 0.6
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.354552e-03    1.450766e-01    0.000000e+00 
	   energy              9.433619e-03    5.959376e-05    9.433619e-05 
	   displacement        9.716898e-01    1.216480e-01    1.006110e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111669

 3
 Nonlinear solution status: time= 0.6
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.354552e-03    7.782155e-04    0.000000e+00 
	   energy              9.433619e-03    3.030179e-06    9.433619e-05 
	   displacement        9.716898e-01    1.316471e-02    1.000876e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111687

 4
 Nonlinear solution status: time= 0.6
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.354552e-03    2.111279e-06    0.000000e+00 
	   energy              9.433619e-03    1.937143e-07    9.433619e-05 
	   displacement        9.716898e-01    7.357194e-04    1.007198e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111687

 5
 Nonlinear solution status: time= 0.6
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.354552e-03    2.073126e-09    0.000000e+00 
	   energy              9.433619e-03    6.627870e-09    9.433619e-05 
	   displacement        9.716898e-01    2.266609e-05    1.008620e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111687

 6
 Nonlinear solution status: time= 0.6
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.354552e-03    1.282638e-11    0.000000e+00 
	   energy              9.433619e-03    1.736657e-10    9.433619e-05 
	   displacement        9.716898e-01    5.765498e-07    1.008866e-06 

------- converged at time : 0.6

 ]0;(60%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 61 : 0.61 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111687

 1
 Nonlinear solution status: time= 0.61
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.728513e-03    3.375980e+00    0.000000e+00 
	   energy              9.731451e-03    3.129304e-04    9.731451e-05 
	   displacement        1.043817e+00    1.043817e+00    1.043817e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111723

 2
 Nonlinear solution status: time= 0.61
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.728513e-03    7.406523e-02    0.000000e+00 
	   energy              9.731451e-03    7.060947e-05    9.731451e-05 
	   displacement        1.043817e+00    1.233893e-01    1.035116e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 3
 Nonlinear solution status: time= 0.61
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.728513e-03    1.068114e-03    0.000000e+00 
	   energy              9.731451e-03    3.702972e-06    9.731451e-05 
	   displacement        1.043817e+00    1.322450e-02    1.042240e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 4
 Nonlinear solution status: time= 0.61
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.728513e-03    2.230210e-06    0.000000e+00 
	   energy              9.731451e-03    2.083482e-07    9.731451e-05 
	   displacement        1.043817e+00    6.886596e-04    1.051393e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 5
 Nonlinear solution status: time= 0.61
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.728513e-03    2.093842e-09    0.000000e+00 
	   energy              9.731451e-03    6.026303e-09    9.731451e-05 
	   displacement        1.043817e+00    1.764002e-05    1.053461e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 6
 Nonlinear solution status: time= 0.61
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.728513e-03    9.640429e-12    0.000000e+00 
	   energy              9.731451e-03    1.297276e-10    9.731451e-05 
	   displacement        1.043817e+00    3.677125e-07    1.053787e-06 

------- converged at time : 0.61

 ]0;(61%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 62 : 0.62 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 1
 Nonlinear solution status: time= 0.62
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.761805e-03    3.167219e+00    0.000000e+00 
	   energy              9.837744e-03    6.272891e-04    9.837744e-05 
	   displacement        1.120419e+00    1.120419e+00    1.120419e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111699

 2
 Nonlinear solution status: time= 0.62
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.761805e-03    4.153341e-02    0.000000e+00 
	   energy              9.837744e-03    5.572464e-05    9.837744e-05 
	   displacement        1.120419e+00    9.794506e-02    1.148354e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111687

 3
 Nonlinear solution status: time= 0.62
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.761805e-03    7.898189e-04    0.000000e+00 
	   energy              9.837744e-03    2.592059e-06    9.837744e-05 
	   displacement        1.120419e+00    1.201141e-02    1.125059e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111687

 4
 Nonlinear solution status: time= 0.62
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.761805e-03    9.917162e-07    0.000000e+00 
	   energy              9.837744e-03    1.364422e-07    9.837744e-05 
	   displacement        1.120419e+00    4.253389e-04    1.131661e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111687

 5
 Nonlinear solution status: time= 0.62
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.761805e-03    6.788677e-10    0.000000e+00 
	   energy              9.837744e-03    2.913503e-09    9.837744e-05 
	   displacement        1.120419e+00    7.969443e-06    1.133122e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111687

 6
 Nonlinear solution status: time= 0.62
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.761805e-03    2.809978e-12    0.000000e+00 
	   energy              9.837744e-03    4.530029e-11    9.837744e-05 
	   displacement        1.120419e+00    1.196756e-07    1.133321e-06 

------- converged at time : 0.62

 ]0;(62%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 63 : 0.63 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111687

 1
 Nonlinear solution status: time= 0.63
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.404870e-03    2.887565e+00    0.000000e+00 
	   energy              9.265940e-03    1.162855e-03    9.265940e-05 
	   displacement        1.103076e+00    1.103076e+00    1.103076e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 2
 Nonlinear solution status: time= 0.63
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.404870e-03    1.133113e-01    0.000000e+00 
	   energy              9.265940e-03    1.123262e-04    9.265940e-05 
	   displacement        1.103076e+00    1.398367e-01    1.206334e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 3
 Nonlinear solution status: time= 0.63
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.404870e-03    4.113012e-03    0.000000e+00 
	   energy              9.265940e-03    1.132656e-05    9.265940e-05 
	   displacement        1.103076e+00    2.164453e-02    1.221297e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 4
 Nonlinear solution status: time= 0.63
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.404870e-03    4.999396e-05    0.000000e+00 
	   energy              9.265940e-03    1.408199e-06    9.265940e-05 
	   displacement        1.103076e+00    2.379609e-03    1.249329e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 5
 Nonlinear solution status: time= 0.63
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.404870e-03    3.124399e-07    0.000000e+00 
	   energy              9.265940e-03    1.105151e-07    9.265940e-05 
	   displacement        1.103076e+00    1.672995e-04    1.259550e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 6
 Nonlinear solution status: time= 0.63
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.404870e-03    2.027559e-09    0.000000e+00 
	   energy              9.265940e-03    6.869139e-09    9.265940e-05 
	   displacement        1.103076e+00    1.003899e-05    1.262278e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 7
 Nonlinear solution status: time= 0.63
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.404870e-03    3.803987e-11    0.000000e+00 
	   energy              9.265940e-03    3.997629e-10    9.265940e-05 
	   displacement        1.103076e+00    5.805209e-07    1.262942e-06 

------- converged at time : 0.63

 ]0;(63%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 64 : 0.64 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 1
 Nonlinear solution status: time= 0.64
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.477932e-03    2.342713e+00    0.000000e+00 
	   energy              9.981376e-03    9.010205e-04    9.981376e-05 
	   displacement        1.168130e+00    1.168130e+00    1.168130e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 2
 Nonlinear solution status: time= 0.64
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.477932e-03    1.656641e-01    0.000000e+00 
	   energy              9.981376e-03    1.003641e-04    9.981376e-05 
	   displacement        1.168130e+00    1.878761e-01    1.131253e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 3
 Nonlinear solution status: time= 0.64
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.477932e-03    2.900248e-03    0.000000e+00 
	   energy              9.981376e-03    8.631640e-06    9.981376e-05 
	   displacement        1.168130e+00    2.406488e-02    1.117595e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 4
 Nonlinear solution status: time= 0.64
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.477932e-03    3.266891e-05    0.000000e+00 
	   energy              9.981376e-03    9.214595e-07    9.981376e-05 
	   displacement        1.168130e+00    2.529126e-03    1.133760e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 5
 Nonlinear solution status: time= 0.64
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.477932e-03    1.291731e-07    0.000000e+00 
	   energy              9.981376e-03    6.367142e-08    9.981376e-05 
	   displacement        1.168130e+00    1.565613e-04    1.140343e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 6
 Nonlinear solution status: time= 0.64
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.477932e-03    5.280881e-10    0.000000e+00 
	   energy              9.981376e-03    3.341446e-09    9.981376e-05 
	   displacement        1.168130e+00    7.972410e-06    1.142000e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 7
 Nonlinear solution status: time= 0.64
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.477932e-03    9.649805e-12    0.000000e+00 
	   energy              9.981376e-03    1.644996e-10    9.981376e-05 
	   displacement        1.168130e+00    3.908463e-07    1.142373e-06 

------- converged at time : 0.64

 ]0;(64%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 65 : 0.65 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 1
 Nonlinear solution status: time= 0.65
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.264125e-03    2.244775e+00    0.000000e+00 
	   energy              9.658923e-03    6.877760e-04    9.658923e-05 
	   displacement        1.108331e+00    1.108331e+00    1.108331e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 2
 Nonlinear solution status: time= 0.65
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.264125e-03    4.004909e-01    0.000000e+00 
	   energy              9.658923e-03    1.660463e-04    9.658923e-05 
	   displacement        1.108331e+00    3.473007e-01    1.067936e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 3
 Nonlinear solution status: time= 0.65
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.264125e-03    1.245133e-02    0.000000e+00 
	   energy              9.658923e-03    2.289024e-05    9.658923e-05 
	   displacement        1.108331e+00    6.086162e-02    1.156416e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 4
 Nonlinear solution status: time= 0.65
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.264125e-03    4.925433e-04    0.000000e+00 
	   energy              9.658923e-03    3.829454e-06    9.658923e-05 
	   displacement        1.108331e+00    1.259253e-02    1.244727e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 5
 Nonlinear solution status: time= 0.65
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.264125e-03    6.670812e-06    0.000000e+00 
	   energy              9.658923e-03    5.202340e-07    9.658923e-05 
	   displacement        1.108331e+00    1.530385e-03    1.285590e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 6
 Nonlinear solution status: time= 0.65
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.264125e-03    7.624706e-08    0.000000e+00 
	   energy              9.658923e-03    5.587679e-08    9.658923e-05 
	   displacement        1.108331e+00    1.583458e-04    1.299910e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 7
 Nonlinear solution status: time= 0.65
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.264125e-03    1.138129e-09    0.000000e+00 
	   energy              9.658923e-03    5.584388e-09    9.658923e-05 
	   displacement        1.108331e+00    1.567585e-05    1.304519e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 8
 Nonlinear solution status: time= 0.65
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.264125e-03    4.612968e-11    0.000000e+00 
	   energy              9.658923e-03    5.497281e-10    9.658923e-05 
	   displacement        1.108331e+00    1.541473e-06    1.305973e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 9
 Nonlinear solution status: time= 0.65
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.264125e-03    3.790670e-12    0.000000e+00 
	   energy              9.658923e-03    5.402819e-11    9.658923e-05 
	   displacement        1.108331e+00    1.514813e-07    1.306429e-06 

------- converged at time : 0.65

 ]0;(65%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 66 : 0.66 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 1
 Nonlinear solution status: time= 0.66
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.765279e-03    2.055109e+00    0.000000e+00 
	   energy              8.879804e-03    8.458888e-04    8.879804e-05 
	   displacement        1.003658e+00    1.003658e+00    1.003658e-06 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 2
 Nonlinear solution status: time= 0.66
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.765279e-03    3.997875e-01    0.000000e+00 
	   energy              8.879804e-03    1.610620e-04    8.879804e-05 
	   displacement        1.003658e+00    4.107325e-01    1.006541e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 3
 Nonlinear solution status: time= 0.66
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.765279e-03    1.349711e-02    0.000000e+00 
	   energy              8.879804e-03    2.194461e-05    8.879804e-05 
	   displacement        1.003658e+00    6.059614e-02    1.145502e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 4
 Nonlinear solution status: time= 0.66
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.765279e-03    4.640568e-04    0.000000e+00 
	   energy              8.879804e-03    3.277918e-06    8.879804e-05 
	   displacement        1.003658e+00    1.217301e-02    1.251541e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 5
 Nonlinear solution status: time= 0.66
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.765279e-03    4.982847e-06    0.000000e+00 
	   energy              8.879804e-03    4.119688e-07    8.879804e-05 
	   displacement        1.003658e+00    1.286082e-03    1.296124e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 6
 Nonlinear solution status: time= 0.66
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.765279e-03    4.348389e-08    0.000000e+00 
	   energy              8.879804e-03    3.789465e-08    8.879804e-05 
	   displacement        1.003658e+00    1.127036e-04    1.310309e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 7
 Nonlinear solution status: time= 0.66
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.765279e-03    5.777627e-10    0.000000e+00 
	   energy              8.879804e-03    3.203539e-09    8.879804e-05 
	   displacement        1.003658e+00    9.415260e-06    1.314482e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 8
 Nonlinear solution status: time= 0.66
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.765279e-03    2.222061e-11    0.000000e+00 
	   energy              8.879804e-03    2.662743e-10    8.879804e-05 
	   displacement        1.003658e+00    7.816148e-07    1.315688e-06 

------- converged at time : 0.66

 ]0;(66%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 67 : 0.67 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 1
 Nonlinear solution status: time= 0.67
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.266424e-03    1.883843e+00    0.000000e+00 
	   energy              8.034594e-03    8.771141e-04    8.034594e-05 
	   displacement        9.628051e-01    9.628051e-01    9.628051e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 2
 Nonlinear solution status: time= 0.67
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.266424e-03    2.686492e-01    0.000000e+00 
	   energy              8.034594e-03    1.276245e-04    8.034594e-05 
	   displacement        9.628051e-01    3.622147e-01    9.005925e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 3
 Nonlinear solution status: time= 0.67
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.266424e-03    8.803950e-03    0.000000e+00 
	   energy              8.034594e-03    1.496156e-05    8.034594e-05 
	   displacement        9.628051e-01    4.348887e-02    9.886649e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 4
 Nonlinear solution status: time= 0.67
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.266424e-03    1.752062e-04    0.000000e+00 
	   energy              8.034594e-03    1.927954e-06    8.034594e-05 
	   displacement        9.628051e-01    7.255704e-03    1.054153e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 5
 Nonlinear solution status: time= 0.67
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.266424e-03    1.206382e-06    0.000000e+00 
	   energy              8.034594e-03    1.944876e-07    8.034594e-05 
	   displacement        9.628051e-01    6.019089e-04    1.078592e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 6
 Nonlinear solution status: time= 0.67
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.266424e-03    7.034906e-09    0.000000e+00 
	   energy              8.034594e-03    1.383966e-08    8.034594e-05 
	   displacement        9.628051e-01    4.064118e-05    1.085499e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 7
 Nonlinear solution status: time= 0.67
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.266424e-03    9.479295e-11    0.000000e+00 
	   energy              8.034594e-03    9.036710e-10    8.034594e-05 
	   displacement        9.628051e-01    2.627976e-06    1.087278e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 8
 Nonlinear solution status: time= 0.67
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.266424e-03    3.975961e-12    0.000000e+00 
	   energy              8.034594e-03    5.813853e-11    8.034594e-05 
	   displacement        9.628051e-01    1.690858e-07    1.087730e-06 

------- converged at time : 0.67

 ]0;(67%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 68 : 0.68 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 1
 Nonlinear solution status: time= 0.68
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.862841e-03    1.784257e+00    0.000000e+00 
	   energy              7.322128e-03    4.383557e-04    7.322128e-05 
	   displacement        8.845120e-01    8.845120e-01    8.845120e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 2
 Nonlinear solution status: time= 0.68
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.862841e-03    1.922257e-01    0.000000e+00 
	   energy              7.322128e-03    8.095382e-05    7.322128e-05 
	   displacement        8.845120e-01    3.186441e-01    7.772488e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 3
 Nonlinear solution status: time= 0.68
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.862841e-03    3.255133e-03    0.000000e+00 
	   energy              7.322128e-03    6.101657e-06    7.322128e-05 
	   displacement        8.845120e-01    2.742521e-02    8.044902e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 4
 Nonlinear solution status: time= 0.68
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.862841e-03    2.219477e-05    0.000000e+00 
	   energy              7.322128e-03    5.757981e-07    7.322128e-05 
	   displacement        8.845120e-01    3.092411e-03    8.300673e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 5
 Nonlinear solution status: time= 0.68
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.862841e-03    4.985746e-08    0.000000e+00 
	   energy              7.322128e-03    3.647255e-08    7.322128e-05 
	   displacement        8.845120e-01    1.562234e-04    8.378694e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 6
 Nonlinear solution status: time= 0.68
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.862841e-03    1.500504e-10    0.000000e+00 
	   energy              7.322128e-03    1.557539e-09    7.322128e-05 
	   displacement        8.845120e-01    6.371688e-06    8.395544e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 7
 Nonlinear solution status: time= 0.68
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.862841e-03    3.057739e-12    0.000000e+00 
	   energy              7.322128e-03    6.168116e-11    7.322128e-05 
	   displacement        8.845120e-01    2.509646e-07    8.398922e-07 

------- converged at time : 0.68

 ]0;(68%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 69 : 0.69 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 1
 Nonlinear solution status: time= 0.69
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.471824e-03    1.726455e+00    0.000000e+00 
	   energy              6.599014e-03    3.077354e-04    6.599014e-05 
	   displacement        7.861401e-01    7.861401e-01    7.861401e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 2
 Nonlinear solution status: time= 0.69
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.471824e-03    9.960572e-02    0.000000e+00 
	   energy              6.599014e-03    8.414821e-05    6.599014e-05 
	   displacement        7.861401e-01    2.740185e-01    5.991100e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 3
 Nonlinear solution status: time= 0.69
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.471824e-03    2.943837e-03    0.000000e+00 
	   energy              6.599014e-03    6.979698e-06    6.599014e-05 
	   displacement        7.861401e-01    3.760476e-02    6.307493e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 4
 Nonlinear solution status: time= 0.69
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.471824e-03    2.494204e-05    0.000000e+00 
	   energy              6.599014e-03    6.837970e-07    6.599014e-05 
	   displacement        7.861401e-01    3.720639e-03    6.610728e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 5
 Nonlinear solution status: time= 0.69
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.471824e-03    7.774332e-08    0.000000e+00 
	   energy              6.599014e-03    4.714060e-08    6.599014e-05 
	   displacement        7.861401e-01    2.263269e-04    6.702858e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 6
 Nonlinear solution status: time= 0.69
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.471824e-03    2.983658e-10    0.000000e+00 
	   energy              6.599014e-03    2.548100e-09    6.599014e-05 
	   displacement        7.861401e-01    1.168380e-05    6.725044e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 7
 Nonlinear solution status: time= 0.69
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.471824e-03    7.715725e-12    0.000000e+00 
	   energy              6.599014e-03    1.289128e-10    6.599014e-05 
	   displacement        7.861401e-01    5.876077e-07    6.730073e-07 

------- converged at time : 0.69

 ]0;(69%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 70 : 0.7 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 1
 Nonlinear solution status: time= 0.7
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.135921e-03    1.689089e+00    0.000000e+00 
	   energy              5.917278e-03    1.861979e-05    5.917278e-05 
	   displacement        6.802374e-01    6.802374e-01    6.802374e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 2
 Nonlinear solution status: time= 0.7
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.135921e-03    2.545652e-01    0.000000e+00 
	   energy              5.917278e-03    1.418430e-04    5.917278e-05 
	   displacement        6.802374e-01    4.090845e-01    6.549313e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 3
 Nonlinear solution status: time= 0.7
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.135921e-03    1.390940e-02    0.000000e+00 
	   energy              5.917278e-03    2.341355e-05    5.917278e-05 
	   displacement        6.802374e-01    7.248461e-02    8.645742e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 4
 Nonlinear solution status: time= 0.7
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.135921e-03    6.206351e-04    0.000000e+00 
	   energy              5.917278e-03    4.230159e-06    5.917278e-05 
	   displacement        6.802374e-01    1.546028e-02    1.015447e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 5
 Nonlinear solution status: time= 0.7
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.135921e-03    1.062061e-05    0.000000e+00 
	   energy              5.917278e-03    6.367724e-07    5.917278e-05 
	   displacement        6.802374e-01    2.051883e-03    1.081183e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 6
 Nonlinear solution status: time= 0.7
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.135921e-03    1.429294e-07    0.000000e+00 
	   energy              5.917278e-03    7.491845e-08    5.917278e-05 
	   displacement        6.802374e-01    2.297284e-04    1.104568e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 7
 Nonlinear solution status: time= 0.7
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.135921e-03    2.528068e-09    0.000000e+00 
	   energy              5.917278e-03    8.085243e-09    5.917278e-05 
	   displacement        6.802374e-01    2.447907e-05    1.112337e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 8
 Nonlinear solution status: time= 0.7
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.135921e-03    1.147282e-10    0.000000e+00 
	   energy              5.917278e-03    8.561166e-10    5.917278e-05 
	   displacement        6.802374e-01    2.587828e-06    1.114876e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 9
 Nonlinear solution status: time= 0.7
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.135921e-03    1.007772e-11    0.000000e+00 
	   energy              5.917278e-03    9.045907e-11    5.917278e-05 
	   displacement        6.802374e-01    2.733895e-07    1.115702e-06 

------- converged at time : 0.7

 ]0;(70%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 71 : 0.71 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 1
 Nonlinear solution status: time= 0.71
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.496016e-03    2.105564e+00    0.000000e+00 
	   energy              6.608206e-03    1.595879e-03    6.608206e-05 
	   displacement        6.161175e-01    6.161175e-01    6.161175e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 2
 Nonlinear solution status: time= 0.71
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.496016e-03    1.343247e+00    0.000000e+00 
	   energy              6.608206e-03    4.034674e-04    6.608206e-05 
	   displacement        6.161175e-01    7.723802e-01    1.139096e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 3
 Nonlinear solution status: time= 0.71
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.496016e-03    5.965428e-02    0.000000e+00 
	   energy              6.608206e-03    8.573059e-05    6.608206e-05 
	   displacement        6.161175e-01    1.183586e-01    1.711757e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 4
 Nonlinear solution status: time= 0.71
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.496016e-03    9.129964e-03    0.000000e+00 
	   energy              6.608206e-03    2.078277e-05    6.608206e-05 
	   displacement        6.161175e-01    5.220206e-02    2.190679e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 5
 Nonlinear solution status: time= 0.71
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.496016e-03    3.357420e-04    0.000000e+00 
	   energy              6.608206e-03    5.409822e-06    6.608206e-05 
	   displacement        6.161175e-01    1.009206e-02    2.451300e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 6
 Nonlinear solution status: time= 0.71
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.496016e-03    9.388039e-06    0.000000e+00 
	   energy              6.608206e-03    9.190531e-07    6.608206e-05 
	   displacement        6.161175e-01    1.628726e-03    2.563645e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 7
 Nonlinear solution status: time= 0.71
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.496016e-03    2.450955e-07    0.000000e+00 
	   energy              6.608206e-03    1.373807e-07    6.608206e-05 
	   displacement        6.161175e-01    2.340299e-04    2.607492e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 8
 Nonlinear solution status: time= 0.71
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.496016e-03    9.844561e-09    0.000000e+00 
	   energy              6.608206e-03    1.934735e-08    6.608206e-05 
	   displacement        6.161175e-01    3.268696e-05    2.624028e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 9
 Nonlinear solution status: time= 0.71
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.496016e-03    7.741285e-10    0.000000e+00 
	   energy              6.608206e-03    2.681316e-09    6.608206e-05 
	   displacement        6.161175e-01    4.550164e-06    2.630216e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 10
 Nonlinear solution status: time= 0.71
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.496016e-03    8.428472e-11    0.000000e+00 
	   energy              6.608206e-03    3.642697e-10    6.608206e-05 
	   displacement        6.161175e-01    6.009414e-07    2.632469e-06 

------- converged at time : 0.71

 ]0;(71%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 72 : 0.72 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 1
 Nonlinear solution status: time= 0.72
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.653633e-03    2.218538e+00    0.000000e+00 
	   energy              7.076032e-03    1.747587e-03    7.076032e-05 
	   displacement        5.424579e-01    5.424579e-01    5.424579e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 2
 Nonlinear solution status: time= 0.72
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.653633e-03    1.350838e+00    0.000000e+00 
	   energy              7.076032e-03    3.752806e-04    7.076032e-05 
	   displacement        5.424579e-01    8.193536e-01    1.235131e-06 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 3
 Nonlinear solution status: time= 0.72
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.653633e-03    4.785328e-02    0.000000e+00 
	   energy              7.076032e-03    6.597387e-05    7.076032e-05 
	   displacement        5.424579e-01    1.048878e-01    1.808391e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 4
 Nonlinear solution status: time= 0.72
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.653633e-03    5.862924e-03    0.000000e+00 
	   energy              7.076032e-03    1.339421e-05    7.076032e-05 
	   displacement        5.424579e-01    4.435011e-02    2.261704e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 5
 Nonlinear solution status: time= 0.72
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.653633e-03    1.482031e-04    0.000000e+00 
	   energy              7.076032e-03    3.066212e-06    7.076032e-05 
	   displacement        5.424579e-01    7.375198e-03    2.485204e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 6
 Nonlinear solution status: time= 0.72
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.653633e-03    2.982243e-06    0.000000e+00 
	   energy              7.076032e-03    4.410970e-07    7.076032e-05 
	   displacement        5.424579e-01    1.028229e-03    2.573302e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 7
 Nonlinear solution status: time= 0.72
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.653633e-03    6.075323e-08    0.000000e+00 
	   energy              7.076032e-03    5.691609e-08    7.076032e-05 
	   displacement        5.424579e-01    1.278760e-04    2.605123e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 8
 Nonlinear solution status: time= 0.72
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.653633e-03    2.279196e-09    0.000000e+00 
	   energy              7.076032e-03    6.940071e-09    7.076032e-05 
	   displacement        5.424579e-01    1.549797e-05    2.616275e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 9
 Nonlinear solution status: time= 0.72
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.653633e-03    1.835679e-10    0.000000e+00 
	   energy              7.076032e-03    8.392575e-10    7.076032e-05 
	   displacement        5.424579e-01    1.872731e-06    2.620160e-06 

------- converged at time : 0.72

 ]0;(72%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 73 : 0.73 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 1
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    1.827313e+00    0.000000e+00 
	   energy              6.148278e-03    5.683572e-04    6.148278e-05 
	   displacement        4.778222e-01    4.778222e-01    4.778222e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 2
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    7.009046e-01    0.000000e+00 
	   energy              6.148278e-03    2.305031e-04    6.148278e-05 
	   displacement        4.778222e-01    6.881012e-01    9.190275e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 3
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    1.733640e-02    0.000000e+00 
	   energy              6.148278e-03    3.832778e-05    6.148278e-05 
	   displacement        4.778222e-01    9.054217e-02    1.363740e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 4
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    1.582673e-03    0.000000e+00 
	   energy              6.148278e-03    6.944514e-06    6.148278e-05 
	   displacement        4.778222e-01    2.811050e-02    1.687750e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 5
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    2.559790e-05    0.000000e+00 
	   energy              6.148278e-03    8.844536e-07    6.148278e-05 
	   displacement        4.778222e-01    6.282564e-03    1.827428e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 6
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    3.750008e-07    0.000000e+00 
	   energy              6.148278e-03    1.790376e-07    6.148278e-05 
	   displacement        4.778222e-01    6.085475e-04    1.877713e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 7
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    9.609718e-09    0.000000e+00 
	   energy              6.148278e-03    2.414450e-08    6.148278e-05 
	   displacement        4.778222e-01    2.814251e-04    1.894767e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 8
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    1.057902e-09    0.000000e+00 
	   energy              6.148278e-03    5.164077e-09    6.148278e-05 
	   displacement        4.778222e-01    1.312226e-04    1.900776e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 9
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    1.779027e-08    0.000000e+00 
	   energy              6.148278e-03    4.091336e-09    6.148278e-05 
	   displacement        4.778222e-01    6.338389e-04    1.904331e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 10
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 13
	stiffness matrix reformations = 10
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    2.065986e-07    0.000000e+00 
	   energy              6.148278e-03    1.835787e-07    6.148278e-05 
	   displacement        4.778222e-01    1.846127e-03    1.902446e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 11
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 14
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    5.644428e-11    0.000000e+00 
	   energy              6.148278e-03    4.804308e-09    6.148278e-05 
	   displacement        4.778222e-01    3.665817e-05    1.903063e-06 
Reforming stiffness matrix: reformation #12

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 12
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 15
	stiffness matrix reformations = 12
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    1.433715e-09    0.000000e+00 
	   energy              6.148278e-03    2.651869e-09    6.148278e-05 
	   displacement        4.778222e-01    1.792524e-04    1.903575e-06 
Reforming stiffness matrix: reformation #13

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 13
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 16
	stiffness matrix reformations = 13
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    2.573681e-08    0.000000e+00 
	   energy              6.148278e-03    3.371861e-09    6.148278e-05 
	   displacement        4.778222e-01    7.628784e-04    1.905614e-06 
Reforming stiffness matrix: reformation #14

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 14
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 19
	stiffness matrix reformations = 14
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    1.868727e-06    0.000000e+00 
	   energy              6.148278e-03    1.939882e-06    6.148278e-05 
	   displacement        4.778222e-01    6.122833e-03    1.903707e-06 
Reforming stiffness matrix: reformation #15

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 15
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 20
	stiffness matrix reformations = 15
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    6.351376e-10    0.000000e+00 
	   energy              6.148278e-03    4.670045e-08    6.148278e-05 
	   displacement        4.778222e-01    1.296446e-04    1.903569e-06 
Reforming stiffness matrix: reformation #16

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 16
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 21
	stiffness matrix reformations = 16
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    6.602764e-09    0.000000e+00 
	   energy              6.148278e-03    1.349838e-08    6.148278e-05 
	   displacement        4.778222e-01    3.812060e-04    1.903139e-06 
Reforming stiffness matrix: reformation #17

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 17
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 22
	stiffness matrix reformations = 17
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    8.087771e-10    0.000000e+00 
	   energy              6.148278e-03    5.193712e-09    6.148278e-05 
	   displacement        4.778222e-01    1.353997e-04    1.903317e-06 
Reforming stiffness matrix: reformation #18

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 18
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 23
	stiffness matrix reformations = 18
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    1.183757e-09    0.000000e+00 
	   energy              6.148278e-03    3.084045e-09    6.148278e-05 
	   displacement        4.778222e-01    1.632965e-04    1.903818e-06 
Reforming stiffness matrix: reformation #19

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 19
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 27
	stiffness matrix reformations = 19
	step from line search         = 0.500000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    9.556302e-06    0.000000e+00 
	   energy              6.148278e-03    9.070490e-06    6.148278e-05 
	   displacement        4.778222e-01    1.460653e-02    1.924702e-06 
Reforming stiffness matrix: reformation #20

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 20
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 28
	stiffness matrix reformations = 20
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    1.760322e-10    0.000000e+00 
	   energy              6.148278e-03    3.060254e-08    6.148278e-05 
	   displacement        4.778222e-01    1.120382e-04    1.923775e-06 
Reforming stiffness matrix: reformation #21

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 21
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 29
	stiffness matrix reformations = 21
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    2.250444e-09    0.000000e+00 
	   energy              6.148278e-03    7.233243e-09    6.148278e-05 
	   displacement        4.778222e-01    2.216158e-04    1.919811e-06 
Reforming stiffness matrix: reformation #22

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 22
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 30
	stiffness matrix reformations = 22
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    1.243887e-11    0.000000e+00 
	   energy              6.148278e-03    3.819373e-10    6.148278e-05 
	   displacement        4.778222e-01    1.669040e-05    1.918781e-06 
Reforming stiffness matrix: reformation #23

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 23
 Nonlinear solution status: time= 0.73
	stiffness updates             = 0
	right hand side evaluations   = 31
	stiffness matrix reformations = 23
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.190989e-03    8.555814e-15    0.000000e+00 
	   energy              6.148278e-03    9.860491e-13    6.148278e-05 
	   displacement        4.778222e-01    3.991262e-07    1.918630e-06 

------- converged at time : 0.73

 ]0;(73%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.00662787


===== beginning time step 74 : 0.736628 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 1
 Nonlinear solution status: time= 0.736628
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.249068e-03    2.768916e-01    0.000000e+00 
	   energy              2.364485e-03    2.378085e-04    2.364485e-05 
	   displacement        1.901233e-01    1.901233e-01    1.901233e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 2
 Nonlinear solution status: time= 0.736628
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.249068e-03    1.807065e-01    0.000000e+00 
	   energy              2.364485e-03    1.064473e-04    2.364485e-05 
	   displacement        1.901233e-01    3.506697e-01    4.078061e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 3
 Nonlinear solution status: time= 0.736628
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.249068e-03    2.152391e-03    0.000000e+00 
	   energy              2.364485e-03    1.240997e-05    2.364485e-05 
	   displacement        1.901233e-01    3.442226e-02    6.137373e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 4
 Nonlinear solution status: time= 0.736628
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.249068e-03    7.408572e-05    0.000000e+00 
	   energy              2.364485e-03    1.517493e-06    2.364485e-05 
	   displacement        1.901233e-01    6.194067e-03    7.197473e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 5
 Nonlinear solution status: time= 0.736628
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.249068e-03    7.859791e-07    0.000000e+00 
	   energy              2.364485e-03    1.997758e-07    2.364485e-05 
	   displacement        1.901233e-01    6.702859e-04    7.584700e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 6
 Nonlinear solution status: time= 0.736628
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.249068e-03    1.067531e-08    0.000000e+00 
	   energy              2.364485e-03    2.001915e-08    2.364485e-05 
	   displacement        1.901233e-01    6.556103e-05    7.709112e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 7
 Nonlinear solution status: time= 0.736628
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.249068e-03    3.692666e-10    0.000000e+00 
	   energy              2.364485e-03    1.933343e-09    2.364485e-05 
	   displacement        1.901233e-01    6.299892e-06    7.747979e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 8
 Nonlinear solution status: time= 0.736628
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.249068e-03    2.813564e-11    0.000000e+00 
	   energy              2.364485e-03    1.854765e-10    2.364485e-05 
	   displacement        1.901233e-01    6.041423e-07    7.760042e-07 

------- converged at time : 0.736628

 ]0;(74%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00702589


===== beginning time step 75 : 0.743654 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 1
 Nonlinear solution status: time= 0.743654
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.281155e-03    2.929338e-01    0.000000e+00 
	   energy              2.408977e-03    3.042926e-04    2.408977e-05 
	   displacement        2.027979e-01    2.027979e-01    2.027979e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 2
 Nonlinear solution status: time= 0.743654
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.281155e-03    1.726315e-01    0.000000e+00 
	   energy              2.408977e-03    8.976636e-05    2.408977e-05 
	   displacement        2.027979e-01    3.527442e-01    4.013492e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 3
 Nonlinear solution status: time= 0.743654
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.281155e-03    1.595384e-03    0.000000e+00 
	   energy              2.408977e-03    9.441691e-06    2.408977e-05 
	   displacement        2.027979e-01    2.751053e-02    5.798049e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 4
 Nonlinear solution status: time= 0.743654
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.281155e-03    4.227194e-05    0.000000e+00 
	   energy              2.408977e-03    1.033718e-06    2.408977e-05 
	   displacement        2.027979e-01    4.601722e-03    6.660252e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 5
 Nonlinear solution status: time= 0.743654
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.281155e-03    3.589065e-07    0.000000e+00 
	   energy              2.408977e-03    1.238812e-07    2.408977e-05 
	   displacement        2.027979e-01    4.444641e-04    6.957809e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 6
 Nonlinear solution status: time= 0.743654
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.281155e-03    4.518621e-09    0.000000e+00 
	   energy              2.408977e-03    1.106091e-08    2.408977e-05 
	   displacement        2.027979e-01    3.873907e-05    7.047795e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 7
 Nonlinear solution status: time= 0.743654
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.281155e-03    1.669790e-10    0.000000e+00 
	   energy              2.408977e-03    9.541966e-10    2.408977e-05 
	   displacement        2.027979e-01    3.328066e-06    7.074339e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 8
 Nonlinear solution status: time= 0.743654
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.281155e-03    1.211951e-11    0.000000e+00 
	   energy              2.408977e-03    8.189462e-11    2.408977e-05 
	   displacement        2.027979e-01    2.855486e-07    7.082127e-07 

------- converged at time : 0.743654

 ]0;(74%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00737694


===== beginning time step 76 : 0.751031 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 1
 Nonlinear solution status: time= 0.751031
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.287829e-03    2.976066e-01    0.000000e+00 
	   energy              2.406043e-03    4.139802e-04    2.406043e-05 
	   displacement        2.139282e-01    2.139282e-01    2.139282e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 2
 Nonlinear solution status: time= 0.751031
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.287829e-03    1.419678e-01    0.000000e+00 
	   energy              2.406043e-03    8.915910e-05    2.406043e-05 
	   displacement        2.139282e-01    3.049877e-01    3.819544e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111771

 3
 Nonlinear solution status: time= 0.751031
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.287829e-03    1.036685e-03    0.000000e+00 
	   energy              2.406043e-03    7.646847e-06    2.406043e-05 
	   displacement        2.139282e-01    1.791350e-02    5.189650e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111771

 4
 Nonlinear solution status: time= 0.751031
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.287829e-03    1.141895e-05    0.000000e+00 
	   energy              2.406043e-03    5.974751e-07    2.406043e-05 
	   displacement        2.139282e-01    2.069057e-03    5.707609e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111771

 5
 Nonlinear solution status: time= 0.751031
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.287829e-03    5.516877e-08    0.000000e+00 
	   energy              2.406043e-03    4.892258e-08    2.406043e-05 
	   displacement        2.139282e-01    1.391470e-04    5.855842e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111771

 6
 Nonlinear solution status: time= 0.751031
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.287829e-03    5.612760e-10    0.000000e+00 
	   energy              2.406043e-03    2.937869e-09    2.406043e-05 
	   displacement        2.139282e-01    8.162111e-06    5.892395e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111771

 7
 Nonlinear solution status: time= 0.751031
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.287829e-03    1.939621e-11    0.000000e+00 
	   energy              2.406043e-03    1.704344e-10    2.406043e-05 
	   displacement        2.139282e-01    4.723122e-07    5.901213e-07 

------- converged at time : 0.751031

 ]0;(75%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00788904


===== beginning time step 77 : 0.75892 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111771

 1
 Nonlinear solution status: time= 0.75892
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.580543e-03    4.483100e-01    0.000000e+00 
	   energy              3.247955e-03    6.051974e-04    3.247955e-05 
	   displacement        3.501432e-01    3.501432e-01    3.501432e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111735

 2
 Nonlinear solution status: time= 0.75892
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.580543e-03    1.359354e-01    0.000000e+00 
	   energy              3.247955e-03    9.674324e-05    3.247955e-05 
	   displacement        3.501432e-01    2.476815e-01    4.532819e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111795

 3
 Nonlinear solution status: time= 0.75892
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.580543e-03    7.515226e-04    0.000000e+00 
	   energy              3.247955e-03    5.793194e-06    3.247955e-05 
	   displacement        3.501432e-01    1.080993e-02    5.401027e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111795

 4
 Nonlinear solution status: time= 0.75892
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.580543e-03    3.764291e-06    0.000000e+00 
	   energy              3.247955e-03    3.492961e-07    3.247955e-05 
	   displacement        3.501432e-01    9.415897e-04    5.666375e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111795

 5
 Nonlinear solution status: time= 0.75892
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.580543e-03    1.321723e-08    0.000000e+00 
	   energy              3.247955e-03    2.209583e-08    3.247955e-05 
	   displacement        3.501432e-01    5.043501e-05    5.738169e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111795

 6
 Nonlinear solution status: time= 0.75892
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.580543e-03    1.938298e-09    0.000000e+00 
	   energy              3.247955e-03    5.983999e-10    3.247955e-05 
	   displacement        3.501432e-01    2.285665e-06    5.753790e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111795

 7
 Nonlinear solution status: time= 0.75892
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.580543e-03    4.771800e-11    0.000000e+00 
	   energy              3.247955e-03    5.256217e-11    3.247955e-05 
	   displacement        3.501432e-01    6.386374e-07    5.752227e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111795

 8
 Nonlinear solution status: time= 0.75892
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.580543e-03    5.238370e-13    0.000000e+00 
	   energy              3.247955e-03    5.359043e-12    3.247955e-05 
	   displacement        3.501432e-01    1.480398e-08    5.753274e-07 

------- converged at time : 0.75892

 ]0;(76%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0081382


===== beginning time step 78 : 0.767058 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111795

 1
 Nonlinear solution status: time= 0.767058
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.007627e-03    5.797009e-01    0.000000e+00 
	   energy              3.908006e-03    4.775024e-04    3.908006e-05 
	   displacement        4.370916e-01    4.370916e-01    4.370916e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111831

 2
 Nonlinear solution status: time= 0.767058
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.007627e-03    1.024059e-01    0.000000e+00 
	   energy              3.908006e-03    7.908596e-05    3.908006e-05 
	   displacement        4.370916e-01    2.323212e-01    4.799979e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111831

 3
 Nonlinear solution status: time= 0.767058
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.007627e-03    5.846840e-04    0.000000e+00 
	   energy              3.908006e-03    4.267188e-06    3.908006e-05 
	   displacement        4.370916e-01    9.952698e-03    5.451911e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111831

 4
 Nonlinear solution status: time= 0.767058
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.007627e-03    1.913008e-06    0.000000e+00 
	   energy              3.908006e-03    2.364674e-07    3.908006e-05 
	   displacement        4.370916e-01    7.613360e-04    5.638116e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111831

 5
 Nonlinear solution status: time= 0.767058
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.007627e-03    5.030045e-09    0.000000e+00 
	   energy              3.908006e-03    1.322019e-08    3.908006e-05 
	   displacement        4.370916e-01    3.721460e-05    5.685809e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111831

 6
 Nonlinear solution status: time= 0.767058
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.007627e-03    4.577918e-11    0.000000e+00 
	   energy              3.908006e-03    5.790067e-10    3.908006e-05 
	   displacement        4.370916e-01    1.612176e-06    5.695914e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111831

 7
 Nonlinear solution status: time= 0.767058
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.007627e-03    1.553164e-12    0.000000e+00 
	   energy              3.908006e-03    2.497400e-11    3.908006e-05 
	   displacement        4.370916e-01    6.969731e-08    5.698013e-07 

------- converged at time : 0.767058

 ]0;(77%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00850168


===== beginning time step 79 : 0.77556 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111831

 1
 Nonlinear solution status: time= 0.77556
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.996447e-03    6.268952e-01    0.000000e+00 
	   energy              3.973144e-03    2.340886e-04    3.973144e-05 
	   displacement        4.744645e-01    4.744645e-01    4.744645e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111819

 2
 Nonlinear solution status: time= 0.77556
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.996447e-03    1.169342e-01    0.000000e+00 
	   energy              3.973144e-03    8.687600e-05    3.973144e-05 
	   displacement        4.744645e-01    2.466845e-01    4.680239e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111855

 3
 Nonlinear solution status: time= 0.77556
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.996447e-03    7.475701e-04    0.000000e+00 
	   energy              3.973144e-03    5.301821e-06    3.973144e-05 
	   displacement        4.744645e-01    1.709905e-02    5.308236e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111855

 4
 Nonlinear solution status: time= 0.77556
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.996447e-03    4.692073e-06    0.000000e+00 
	   energy              3.973144e-03    3.750316e-07    3.973144e-05 
	   displacement        4.744645e-01    1.545250e-03    5.548650e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 5
 Nonlinear solution status: time= 0.77556
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.996447e-03    1.516385e-08    0.000000e+00 
	   energy              3.973144e-03    2.525688e-08    3.973144e-05 
	   displacement        4.744645e-01    9.050271e-05    5.616454e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 6
 Nonlinear solution status: time= 0.77556
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.996447e-03    1.428762e-10    0.000000e+00 
	   energy              3.973144e-03    1.360595e-09    3.973144e-05 
	   displacement        4.744645e-01    4.790393e-06    5.632509e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 7
 Nonlinear solution status: time= 0.77556
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.996447e-03    5.367766e-12    0.000000e+00 
	   energy              3.973144e-03    7.152804e-11    3.973144e-05 
	   displacement        4.744645e-01    2.514715e-07    5.636205e-07 

------- converged at time : 0.77556

 ]0;(78%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00879419


===== beginning time step 80 : 0.784354 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 1
 Nonlinear solution status: time= 0.784354
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.902046e-03    6.472392e-01    0.000000e+00 
	   energy              3.885164e-03    1.368300e-04    3.885164e-05 
	   displacement        4.968647e-01    4.968647e-01    4.968647e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111879

 2
 Nonlinear solution status: time= 0.784354
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.902046e-03    7.770385e-02    0.000000e+00 
	   energy              3.885164e-03    8.001374e-05    3.885164e-05 
	   displacement        4.968647e-01    2.537736e-01    4.110157e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 3
 Nonlinear solution status: time= 0.784354
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.902046e-03    1.377925e-03    0.000000e+00 
	   energy              3.885164e-03    7.095082e-06    3.885164e-05 
	   displacement        4.968647e-01    2.783837e-02    4.840553e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 4
 Nonlinear solution status: time= 0.784354
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.902046e-03    1.632022e-05    0.000000e+00 
	   energy              3.885164e-03    7.125400e-07    3.885164e-05 
	   displacement        4.968647e-01    3.025663e-03    5.219170e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 5
 Nonlinear solution status: time= 0.784354
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.902046e-03    9.620179e-08    0.000000e+00 
	   energy              3.885164e-03    6.231858e-08    3.885164e-05 
	   displacement        4.968647e-01    2.379166e-04    5.343931e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 6
 Nonlinear solution status: time= 0.784354
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.902046e-03    8.762384e-10    0.000000e+00 
	   energy              3.885164e-03    4.537593e-09    3.885164e-05 
	   displacement        4.968647e-01    1.697983e-05    5.378506e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 7
 Nonlinear solution status: time= 0.784354
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.902046e-03    2.814399e-11    0.000000e+00 
	   energy              3.885164e-03    3.204745e-10    3.885164e-05 
	   displacement        4.968647e-01    1.196393e-06    5.387755e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 8
 Nonlinear solution status: time= 0.784354
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.902046e-03    1.740417e-12    0.000000e+00 
	   energy              3.885164e-03    2.256287e-11    3.885164e-05 
	   displacement        4.968647e-01    8.421872e-08    5.390214e-07 

------- converged at time : 0.784354

 ]0;(78%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00893652


===== beginning time step 81 : 0.79329 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 1
 Nonlinear solution status: time= 0.79329
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.764716e-03    6.204466e-01    0.000000e+00 
	   energy              3.752833e-03    7.450477e-04    3.752833e-05 
	   displacement        5.057396e-01    5.057396e-01    5.057396e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 2
 Nonlinear solution status: time= 0.79329
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.764716e-03    3.091044e-01    0.000000e+00 
	   energy              3.752833e-03    2.031313e-04    3.752833e-05 
	   displacement        5.057396e-01    4.510691e-01    5.478494e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 3
 Nonlinear solution status: time= 0.79329
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.764716e-03    1.083315e-02    0.000000e+00 
	   energy              3.752833e-03    3.585804e-05    3.752833e-05 
	   displacement        5.057396e-01    6.811777e-02    8.014380e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 4
 Nonlinear solution status: time= 0.79329
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.764716e-03    7.237934e-04    0.000000e+00 
	   energy              3.752833e-03    6.504246e-06    3.752833e-05 
	   displacement        5.057396e-01    1.706590e-02    9.755391e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 5
 Nonlinear solution status: time= 0.79329
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.764716e-03    1.343430e-05    0.000000e+00 
	   energy              3.752833e-03    1.044805e-06    3.752833e-05 
	   displacement        5.057396e-01    2.335593e-03    1.051793e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 6
 Nonlinear solution status: time= 0.79329
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.764716e-03    2.196824e-07    0.000000e+00 
	   energy              3.752833e-03    1.281055e-07    3.752833e-05 
	   displacement        5.057396e-01    2.788564e-04    1.079520e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 7
 Nonlinear solution status: time= 0.79329
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.764716e-03    4.829526e-09    0.000000e+00 
	   energy              3.752833e-03    1.489675e-08    3.752833e-05 
	   displacement        5.057396e-01    3.208943e-05    1.089089e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 8
 Nonlinear solution status: time= 0.79329
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.764716e-03    2.259642e-10    0.000000e+00 
	   energy              3.752833e-03    1.704342e-09    3.752833e-05 
	   displacement        5.057396e-01    3.666181e-06    1.092339e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 9
 Nonlinear solution status: time= 0.79329
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.764716e-03    1.932542e-11    0.000000e+00 
	   energy              3.752833e-03    1.946609e-10    3.752833e-05 
	   displacement        5.057396e-01    4.187426e-07    1.093439e-06 

------- converged at time : 0.79329

 ]0;(79%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00899405


===== beginning time step 82 : 0.802284 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 1
 Nonlinear solution status: time= 0.802284
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.684509e-03    5.624539e-01    0.000000e+00 
	   energy              3.724184e-03    8.303893e-04    3.724184e-05 
	   displacement        5.079668e-01    5.079668e-01    5.079668e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 2
 Nonlinear solution status: time= 0.802284
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.684509e-03    4.921631e-01    0.000000e+00 
	   energy              3.724184e-03    2.171170e-04    3.724184e-05 
	   displacement        5.079668e-01    4.922505e-01    5.519906e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 3
 Nonlinear solution status: time= 0.802284
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.684509e-03    8.593465e-03    0.000000e+00 
	   energy              3.724184e-03    2.754416e-05    3.724184e-05 
	   displacement        5.079668e-01    5.427157e-02    7.745652e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 4
 Nonlinear solution status: time= 0.802284
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.684509e-03    2.708627e-04    0.000000e+00 
	   energy              3.724184e-03    3.214806e-06    3.724184e-05 
	   displacement        5.079668e-01    9.527088e-03    8.887872e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 5
 Nonlinear solution status: time= 0.802284
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.684509e-03    2.337152e-06    0.000000e+00 
	   energy              3.724184e-03    3.898121e-07    3.724184e-05 
	   displacement        5.079668e-01    9.671801e-04    9.327690e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 6
 Nonlinear solution status: time= 0.802284
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.684509e-03    2.076488e-08    0.000000e+00 
	   energy              3.724184e-03    3.397762e-08    3.724184e-05 
	   displacement        5.079668e-01    8.150278e-05    9.461312e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 7
 Nonlinear solution status: time= 0.802284
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.684509e-03    3.705615e-10    0.000000e+00 
	   energy              3.724184e-03    2.765239e-09    3.724184e-05 
	   displacement        5.079668e-01    6.579248e-06    9.499716e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 8
 Nonlinear solution status: time= 0.802284
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.684509e-03    1.818543e-11    0.000000e+00 
	   energy              3.724184e-03    2.219085e-10    3.724184e-05 
	   displacement        5.079668e-01    5.275316e-07    9.510618e-07 

------- converged at time : 0.802284

 ]0;(80%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00911278


===== beginning time step 83 : 0.811397 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 1
 Nonlinear solution status: time= 0.811397
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.503703e-03    5.394670e-01    0.000000e+00 
	   energy              3.469503e-03    5.049112e-04    3.469503e-05 
	   displacement        5.088272e-01    5.088272e-01    5.088272e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 2
 Nonlinear solution status: time= 0.811397
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.503703e-03    2.981473e-01    0.000000e+00 
	   energy              3.469503e-03    1.562621e-04    3.469503e-05 
	   displacement        5.088272e-01    4.391352e-01    4.599773e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 3
 Nonlinear solution status: time= 0.811397
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.503703e-03    4.340413e-03    0.000000e+00 
	   energy              3.469503e-03    1.817039e-05    3.469503e-05 
	   displacement        5.088272e-01    4.639877e-02    6.114679e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 4
 Nonlinear solution status: time= 0.811397
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.503703e-03    1.189454e-04    0.000000e+00 
	   energy              3.469503e-03    2.159128e-06    3.469503e-05 
	   displacement        5.088272e-01    7.520443e-03    6.943936e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 5
 Nonlinear solution status: time= 0.811397
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.503703e-03    1.061634e-06    0.000000e+00 
	   energy              3.469503e-03    2.619147e-07    3.469503e-05 
	   displacement        5.088272e-01    7.943268e-04    7.265140e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 6
 Nonlinear solution status: time= 0.811397
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.503703e-03    1.031502e-08    0.000000e+00 
	   energy              3.469503e-03    2.486865e-08    3.469503e-05 
	   displacement        5.088272e-01    7.264732e-05    7.367378e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 7
 Nonlinear solution status: time= 0.811397
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.503703e-03    2.125288e-10    0.000000e+00 
	   energy              3.469503e-03    2.214119e-09    3.469503e-05 
	   displacement        5.088272e-01    6.432354e-06    7.398159e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 8
 Nonlinear solution status: time= 0.811397
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.503703e-03    1.330456e-11    0.000000e+00 
	   energy              3.469503e-03    1.953152e-10    3.469503e-05 
	   displacement        5.088272e-01    5.671386e-07    7.407326e-07 

------- converged at time : 0.811397

 ]0;(81%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0092175


===== beginning time step 84 : 0.820615 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 1
 Nonlinear solution status: time= 0.820615
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.301986e-03    5.140630e-01    0.000000e+00 
	   energy              3.159812e-03    3.086823e-04    3.159812e-05 
	   displacement        4.925577e-01    4.925577e-01    4.925577e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 2
 Nonlinear solution status: time= 0.820615
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.301986e-03    3.117009e-01    0.000000e+00 
	   energy              3.159812e-03    1.574932e-04    3.159812e-05 
	   displacement        4.925577e-01    4.822696e-01    4.239699e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 3
 Nonlinear solution status: time= 0.820615
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.301986e-03    5.168132e-03    0.000000e+00 
	   energy              3.159812e-03    1.923429e-05    3.159812e-05 
	   displacement        4.925577e-01    5.820692e-02    6.008045e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 4
 Nonlinear solution status: time= 0.820615
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.301986e-03    2.105268e-04    0.000000e+00 
	   energy              3.159812e-03    2.607174e-06    3.159812e-05 
	   displacement        4.925577e-01    1.084327e-02    7.079835e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 5
 Nonlinear solution status: time= 0.820615
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.301986e-03    2.272176e-06    0.000000e+00 
	   energy              3.159812e-03    3.623784e-07    3.159812e-05 
	   displacement        4.925577e-01    1.283733e-03    7.523634e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 6
 Nonlinear solution status: time= 0.820615
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.301986e-03    2.644618e-08    0.000000e+00 
	   energy              3.159812e-03    3.877668e-08    3.159812e-05 
	   displacement        4.925577e-01    1.338226e-04    7.673919e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 7
 Nonlinear solution status: time= 0.820615
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.301986e-03    5.291257e-10    0.000000e+00 
	   energy              3.159812e-03    3.960284e-09    3.159812e-05 
	   displacement        4.925577e-01    1.357610e-05    7.722474e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 8
 Nonlinear solution status: time= 0.820615
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.301986e-03    3.121745e-11    0.000000e+00 
	   energy              3.159812e-03    4.003610e-10    3.159812e-05 
	   displacement        4.925577e-01    1.371615e-06    7.737968e-07 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 9
 Nonlinear solution status: time= 0.820615
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.301986e-03    2.913501e-12    0.000000e+00 
	   energy              3.159812e-03    4.043762e-11    3.159812e-05 
	   displacement        4.925577e-01    1.385316e-07    7.742899e-07 

------- converged at time : 0.820615

 ]0;(82%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00925983


===== beginning time step 85 : 0.829874 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111891

 1
 Nonlinear solution status: time= 0.829874
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.103385e-03    4.761928e-01    0.000000e+00 
	   energy              2.829961e-03    1.953466e-04    2.829961e-05 
	   displacement        4.685931e-01    4.685931e-01    4.685931e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 2
 Nonlinear solution status: time= 0.829874
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.103385e-03    2.430395e-01    0.000000e+00 
	   energy              2.829961e-03    1.292777e-04    2.829961e-05 
	   displacement        4.685931e-01    4.568368e-01    3.583035e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 3
 Nonlinear solution status: time= 0.829874
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.103385e-03    4.422825e-03    0.000000e+00 
	   energy              2.829961e-03    1.606358e-05    2.829961e-05 
	   displacement        4.685931e-01    5.398327e-02    5.186785e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 4
 Nonlinear solution status: time= 0.829874
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.103385e-03    1.615772e-04    0.000000e+00 
	   energy              2.829961e-03    2.143466e-06    2.829961e-05 
	   displacement        4.685931e-01    9.444702e-03    6.150185e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 5
 Nonlinear solution status: time= 0.829874
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.103385e-03    1.571530e-06    0.000000e+00 
	   energy              2.829961e-03    2.718729e-07    2.829961e-05 
	   displacement        4.685931e-01    1.057603e-03    6.536379e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 6
 Nonlinear solution status: time= 0.829874
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.103385e-03    1.666322e-08    0.000000e+00 
	   energy              2.829961e-03    2.408707e-08    2.829961e-05 
	   displacement        4.685931e-01    1.036567e-04    6.661079e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 7
 Nonlinear solution status: time= 0.829874
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.103385e-03    3.467689e-10    0.000000e+00 
	   energy              2.829961e-03    2.392122e-09    2.829961e-05 
	   displacement        4.685931e-01    1.016055e-05    6.699127e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 8
 Nonlinear solution status: time= 0.829874
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.103385e-03    1.947892e-11    0.000000e+00 
	   energy              2.829961e-03    2.571436e-10    2.829961e-05 
	   displacement        4.685931e-01    9.796502e-07    6.711501e-07 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 9
 Nonlinear solution status: time= 0.829874
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.103385e-03    1.710079e-12    0.000000e+00 
	   energy              2.829961e-03    2.470386e-11    2.829961e-05 
	   displacement        4.685931e-01    9.374470e-08    6.715335e-07 

------- converged at time : 0.829874

 ]0;(83%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00929987


===== beginning time step 86 : 0.839174 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 1
 Nonlinear solution status: time= 0.839174
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.374246e-04    4.562905e-01    0.000000e+00 
	   energy              2.548666e-03    1.881122e-04    2.548666e-05 
	   displacement        4.610196e-01    4.610196e-01    4.610196e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 2
 Nonlinear solution status: time= 0.839174
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.374246e-04    2.288788e-01    0.000000e+00 
	   energy              2.548666e-03    1.033718e-04    2.548666e-05 
	   displacement        4.610196e-01    4.579898e-01    3.240765e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 3
 Nonlinear solution status: time= 0.839174
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.374246e-04    3.201407e-03    0.000000e+00 
	   energy              2.548666e-03    1.137390e-05    2.548666e-05 
	   displacement        4.610196e-01    4.517992e-02    4.569518e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 4
 Nonlinear solution status: time= 0.839174
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.374246e-04    9.159400e-05    0.000000e+00 
	   energy              2.548666e-03    1.304054e-06    2.548666e-05 
	   displacement        4.610196e-01    7.056919e-03    5.313522e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 5
 Nonlinear solution status: time= 0.839174
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.374246e-04    6.041522e-07    0.000000e+00 
	   energy              2.548666e-03    1.475769e-07    2.548666e-05 
	   displacement        4.610196e-01    6.642788e-04    5.586905e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 6
 Nonlinear solution status: time= 0.839174
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.374246e-04    4.819500e-09    0.000000e+00 
	   energy              2.548666e-03    1.246056e-08    2.548666e-05 
	   displacement        4.610196e-01    5.460812e-05    5.668595e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 7
 Nonlinear solution status: time= 0.839174
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.374246e-04    9.439290e-11    0.000000e+00 
	   energy              2.548666e-03    1.005873e-09    2.548666e-05 
	   displacement        4.610196e-01    4.384500e-06    5.691991e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 8
 Nonlinear solution status: time= 0.839174
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            9.374246e-04    5.478180e-12    0.000000e+00 
	   energy              2.548666e-03    8.056410e-11    2.548666e-05 
	   displacement        4.610196e-01    3.510154e-07    5.698628e-07 

------- converged at time : 0.839174

 ]0;(84%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00938251


===== beginning time step 87 : 0.848557 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 1
 Nonlinear solution status: time= 0.848557
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.037644e-04    4.436414e-01    0.000000e+00 
	   energy              2.332505e-03    7.341200e-05    2.332505e-05 
	   displacement        4.506012e-01    4.506012e-01    4.506012e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 2
 Nonlinear solution status: time= 0.848557
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.037644e-04    1.639759e-01    0.000000e+00 
	   energy              2.332505e-03    9.750639e-05    2.332505e-05 
	   displacement        4.506012e-01    4.022623e-01    2.651694e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 3
 Nonlinear solution status: time= 0.848557
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.037644e-04    4.191654e-03    0.000000e+00 
	   energy              2.332505e-03    1.471269e-05    2.332505e-05 
	   displacement        4.506012e-01    5.127009e-02    3.899079e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 4
 Nonlinear solution status: time= 0.848557
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.037644e-04    1.493263e-04    0.000000e+00 
	   energy              2.332505e-03    1.819388e-06    2.332505e-05 
	   displacement        4.506012e-01    9.159016e-03    4.701020e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 5
 Nonlinear solution status: time= 0.848557
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.037644e-04    1.126530e-06    0.000000e+00 
	   energy              2.332505e-03    2.026324e-07    2.332505e-05 
	   displacement        4.506012e-01    9.370948e-04    4.999141e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 6
 Nonlinear solution status: time= 0.848557
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.037644e-04    1.045382e-08    0.000000e+00 
	   energy              2.332505e-03    1.926203e-08    2.332505e-05 
	   displacement        4.506012e-01    8.665850e-05    5.094593e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 7
 Nonlinear solution status: time= 0.848557
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.037644e-04    2.063143e-10    0.000000e+00 
	   energy              2.332505e-03    1.747794e-09    2.332505e-05 
	   displacement        4.506012e-01    7.817376e-06    5.123658e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 8
 Nonlinear solution status: time= 0.848557
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.037644e-04    1.276720e-11    0.000000e+00 
	   energy              2.332505e-03    1.571883e-10    2.332505e-05 
	   displacement        4.506012e-01    7.027116e-07    5.132405e-07 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 9
 Nonlinear solution status: time= 0.848557
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.037644e-04    1.103615e-12    0.000000e+00 
	   energy              2.332505e-03    1.412659e-11    2.332505e-05 
	   displacement        4.506012e-01    6.314984e-08    5.135030e-07 

------- converged at time : 0.848557

 ]0;(85%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00941591


===== beginning time step 88 : 0.857973 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 1
 Nonlinear solution status: time= 0.857973
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.424548e-04    4.149373e-01    0.000000e+00 
	   energy              2.238164e-03    1.799358e-04    2.238164e-05 
	   displacement        4.376140e-01    4.376140e-01    4.376140e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 2
 Nonlinear solution status: time= 0.857973
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.424548e-04    4.858321e-01    0.000000e+00 
	   energy              2.238164e-03    2.035544e-04    2.238164e-05 
	   displacement        4.376140e-01    6.754267e-01    3.813348e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 3
 Nonlinear solution status: time= 0.857973
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.424548e-04    1.574267e-02    0.000000e+00 
	   energy              2.238164e-03    4.523625e-05    2.238164e-05 
	   displacement        4.376140e-01    1.050063e-01    7.133594e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 4
 Nonlinear solution status: time= 0.857973
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.424548e-04    2.032534e-03    0.000000e+00 
	   energy              2.238164e-03    9.621738e-06    2.238164e-05 
	   displacement        4.376140e-01    3.163864e-02    9.752375e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 5
 Nonlinear solution status: time= 0.857973
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.424548e-04    5.949627e-05    0.000000e+00 
	   energy              2.238164e-03    2.206112e-06    2.238164e-05 
	   displacement        4.376140e-01    6.101832e-03    1.114240e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 6
 Nonlinear solution status: time= 0.857973
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.424548e-04    1.726605e-06    0.000000e+00 
	   energy              2.238164e-03    3.800838e-07    2.238164e-05 
	   displacement        4.376140e-01    1.034120e-03    1.175383e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 7
 Nonlinear solution status: time= 0.857973
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.424548e-04    6.223162e-08    0.000000e+00 
	   energy              2.238164e-03    6.480045e-08    2.238164e-05 
	   displacement        4.376140e-01    1.779585e-04    1.201076e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 8
 Nonlinear solution status: time= 0.857973
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.424548e-04    3.517290e-09    0.000000e+00 
	   energy              2.238164e-03    1.101100e-08    2.238164e-05 
	   displacement        4.376140e-01    2.957437e-05    1.211759e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 9
 Nonlinear solution status: time= 0.857973
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.424548e-04    3.741901e-10    0.000000e+00 
	   energy              2.238164e-03    1.801194e-09    2.238164e-05 
	   displacement        4.376140e-01    4.833839e-06    1.216095e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 10
 Nonlinear solution status: time= 0.857973
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.424548e-04    5.468385e-11    0.000000e+00 
	   energy              2.238164e-03    2.943120e-10    2.238164e-05 
	   displacement        4.376140e-01    7.897206e-07    1.217851e-06 

------- converged at time : 0.857973

 ]0;(86%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 89 : 0.867389 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 1
 Nonlinear solution status: time= 0.867389
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.879553e-04    3.524942e-01    0.000000e+00 
	   energy              2.250601e-03    3.472223e-04    2.250601e-05 
	   displacement        4.074999e-01    4.074999e-01    4.074999e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 2
 Nonlinear solution status: time= 0.867389
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.879553e-04    1.199769e+00    0.000000e+00 
	   energy              2.250601e-03    3.701118e-04    2.250601e-05 
	   displacement        4.074999e-01    9.738081e-01    5.065592e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 3
 Nonlinear solution status: time= 0.867389
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.879553e-04    3.556252e-02    0.000000e+00 
	   energy              2.250601e-03    9.845505e-05    2.250601e-05 
	   displacement        4.074999e-01    1.717347e-01    1.135912e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 4
 Nonlinear solution status: time= 0.867389
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.879553e-04    1.219869e-02    0.000000e+00 
	   energy              2.250601e-03    2.572213e-05    2.250601e-05 
	   displacement        4.074999e-01    7.436096e-02    1.708175e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 5
 Nonlinear solution status: time= 0.867389
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.879553e-04    5.568738e-04    0.000000e+00 
	   energy              2.250601e-03    8.217025e-06    2.250601e-05 
	   displacement        4.074999e-01    1.879379e-02    2.063088e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 6
 Nonlinear solution status: time= 0.867389
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.879553e-04    2.981739e-05    0.000000e+00 
	   energy              2.250601e-03    1.871170e-06    2.250601e-05 
	   displacement        4.074999e-01    4.277516e-03    2.246016e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 7
 Nonlinear solution status: time= 0.867389
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.879553e-04    1.370958e-06    0.000000e+00 
	   energy              2.250601e-03    4.034185e-07    2.250601e-05 
	   displacement        4.074999e-01    8.932414e-04    2.332811e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 8
 Nonlinear solution status: time= 0.867389
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.879553e-04    7.633778e-08    0.000000e+00 
	   energy              2.250601e-03    8.246493e-08    2.250601e-05 
	   displacement        4.074999e-01    1.813944e-04    2.372540e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 9
 Nonlinear solution status: time= 0.867389
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.879553e-04    6.635868e-09    0.000000e+00 
	   energy              2.250601e-03    1.667896e-08    2.250601e-05 
	   displacement        4.074999e-01    3.663016e-05    2.390515e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 10
 Nonlinear solution status: time= 0.867389
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.879553e-04    9.301429e-10    0.000000e+00 
	   energy              2.250601e-03    3.366223e-09    2.250601e-05 
	   displacement        4.074999e-01    7.390383e-06    2.398613e-06 
Reforming stiffness matrix: reformation #11

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 11
 Nonlinear solution status: time= 0.867389
	stiffness updates             = 0
	right hand side evaluations   = 12
	stiffness matrix reformations = 11
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            8.879553e-04    2.853330e-10    0.000000e+00 
	   energy              2.250601e-03    5.986005e-10    2.250601e-05 
	   displacement        4.074999e-01    1.491015e-06    2.402256e-06 

------- converged at time : 0.867389

 ]0;(87%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: decreasing time step, dt = 0.00898237


===== beginning time step 90 : 0.876371 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 1
 Nonlinear solution status: time= 0.876371
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.040929e-04    2.285432e-01    0.000000e+00 
	   energy              1.706493e-03    4.463116e-04    1.706493e-05 
	   displacement        3.335183e-01    3.335183e-01    3.335183e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 2
 Nonlinear solution status: time= 0.876371
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.040929e-04    1.285179e+00    0.000000e+00 
	   energy              1.706493e-03    3.309565e-04    1.706493e-05 
	   displacement        3.335183e-01    1.001058e+00    5.151833e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 3
 Nonlinear solution status: time= 0.876371
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.040929e-04    2.366208e-02    0.000000e+00 
	   energy              1.706493e-03    7.697315e-05    1.706493e-05 
	   displacement        3.335183e-01    1.377146e-01    1.098568e-06 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 4
 Nonlinear solution status: time= 0.876371
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.040929e-04    7.799423e-03    0.000000e+00 
	   energy              1.706493e-03    1.651356e-05    1.706493e-05 
	   displacement        3.335183e-01    5.762826e-02    1.590522e-06 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 5
 Nonlinear solution status: time= 0.876371
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.040929e-04    2.274731e-04    0.000000e+00 
	   energy              1.706493e-03    4.535137e-06    1.706493e-05 
	   displacement        3.335183e-01    1.205070e-02    1.862853e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 6
 Nonlinear solution status: time= 0.876371
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.040929e-04    8.396858e-06    0.000000e+00 
	   energy              1.706493e-03    8.556501e-07    1.706493e-05 
	   displacement        3.335183e-01    2.267524e-03    1.988767e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 7
 Nonlinear solution status: time= 0.876371
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.040929e-04    2.819712e-07    0.000000e+00 
	   energy              1.706493e-03    1.529438e-07    1.706493e-05 
	   displacement        3.335183e-01    3.927496e-04    2.042710e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 8
 Nonlinear solution status: time= 0.876371
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.040929e-04    1.357407e-08    0.000000e+00 
	   energy              1.706493e-03    2.603117e-08    1.706493e-05 
	   displacement        3.335183e-01    6.647759e-05    2.065144e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 9
 Nonlinear solution status: time= 0.876371
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.040929e-04    1.356581e-09    0.000000e+00 
	   energy              1.706493e-03    4.253326e-09    1.706493e-05 
	   displacement        3.335183e-01    1.121344e-05    2.074398e-06 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 10
 Nonlinear solution status: time= 0.876371
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            7.040929e-04    3.209607e-10    0.000000e+00 
	   energy              1.706493e-03    6.725972e-10    1.706493e-05 
	   displacement        3.335183e-01    2.022395e-06    2.078259e-06 

------- converged at time : 0.876371

 ]0;(88%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 91 : 0.885353 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 1
 Nonlinear solution status: time= 0.885353
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.716256e-04    1.889766e-01    0.000000e+00 
	   energy              1.405999e-03    2.395332e-04    1.405999e-05 
	   displacement        3.058258e-01    3.058258e-01    3.058258e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 2
 Nonlinear solution status: time= 0.885353
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.716256e-04    7.432633e-01    0.000000e+00 
	   energy              1.405999e-03    1.653500e-04    1.405999e-05 
	   displacement        3.058258e-01    7.974189e-01    3.599544e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 3
 Nonlinear solution status: time= 0.885353
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.716256e-04    8.313445e-03    0.000000e+00 
	   energy              1.405999e-03    2.820727e-05    1.405999e-05 
	   displacement        3.058258e-01    8.547937e-02    7.119020e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 4
 Nonlinear solution status: time= 0.885353
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.716256e-04    1.164227e-03    0.000000e+00 
	   energy              1.405999e-03    4.341404e-06    1.405999e-05 
	   displacement        3.058258e-01    2.433513e-02    9.583351e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 5
 Nonlinear solution status: time= 0.885353
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.716256e-04    1.594227e-05    0.000000e+00 
	   energy              1.405999e-03    8.227976e-07    1.405999e-05 
	   displacement        3.058258e-01    3.527638e-03    1.068324e-06 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 6
 Nonlinear solution status: time= 0.885353
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.716256e-04    2.674256e-07    0.000000e+00 
	   energy              1.405999e-03    1.074201e-07    1.405999e-05 
	   displacement        3.058258e-01    4.533550e-04    1.109590e-06 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 7
 Nonlinear solution status: time= 0.885353
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.716256e-04    5.611615e-09    0.000000e+00 
	   energy              1.405999e-03    1.339473e-08    1.405999e-05 
	   displacement        3.058258e-01    5.566411e-05    1.124290e-06 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 8
 Nonlinear solution status: time= 0.885353
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.716256e-04    2.800977e-10    0.000000e+00 
	   energy              1.405999e-03    1.634131e-09    1.405999e-05 
	   displacement        3.058258e-01    6.779723e-06    1.129448e-06 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 9
 Nonlinear solution status: time= 0.885353
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            5.716256e-04    2.772487e-11    0.000000e+00 
	   energy              1.405999e-03    1.989195e-10    1.405999e-05 
	   displacement        3.058258e-01    8.251285e-07    1.131251e-06 

------- converged at time : 0.885353

 ]0;(89%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00903742


===== beginning time step 92 : 0.894391 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 1
 Nonlinear solution status: time= 0.894391
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.838206e-04    1.599243e-01    0.000000e+00 
	   energy              1.200025e-03    3.493414e-05    1.200025e-05 
	   displacement        2.778682e-01    2.778682e-01    2.778682e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 2
 Nonlinear solution status: time= 0.894391
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.838206e-04    4.449695e-01    0.000000e+00 
	   energy              1.200025e-03    1.589046e-04    1.200025e-05 
	   displacement        2.778682e-01    6.453426e-01    2.532426e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 3
 Nonlinear solution status: time= 0.894391
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.838206e-04    8.178177e-03    0.000000e+00 
	   energy              1.200025e-03    2.844202e-05    1.200025e-05 
	   displacement        2.778682e-01    8.361136e-02    5.594591e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 4
 Nonlinear solution status: time= 0.894391
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.838206e-04    8.912053e-04    0.000000e+00 
	   energy              1.200025e-03    4.746964e-06    1.200025e-05 
	   displacement        2.778682e-01    2.227501e-02    7.750562e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 5
 Nonlinear solution status: time= 0.894391
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.838206e-04    1.662320e-05    0.000000e+00 
	   energy              1.200025e-03    9.462213e-07    1.200025e-05 
	   displacement        2.778682e-01    3.585776e-03    8.761633e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 6
 Nonlinear solution status: time= 0.894391
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.838206e-04    3.772255e-07    0.000000e+00 
	   energy              1.200025e-03    1.436430e-07    1.200025e-05 
	   displacement        2.778682e-01    5.319364e-04    9.169553e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 7
 Nonlinear solution status: time= 0.894391
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.838206e-04    1.051757e-08    0.000000e+00 
	   energy              1.200025e-03    2.065863e-08    1.200025e-05 
	   displacement        2.778682e-01    7.589753e-05    9.326952e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 8
 Nonlinear solution status: time= 0.894391
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.838206e-04    6.121207e-10    0.000000e+00 
	   energy              1.200025e-03    2.922686e-09    1.200025e-05 
	   displacement        2.778682e-01    1.072012e-05    9.386503e-07 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 9
 Nonlinear solution status: time= 0.894391
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.838206e-04    6.768641e-11    0.000000e+00 
	   energy              1.200025e-03    4.126439e-10    1.200025e-05 
	   displacement        2.778682e-01    1.513323e-06    9.408934e-07 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 10
 Nonlinear solution status: time= 0.894391
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.838206e-04    9.109977e-12    0.000000e+00 
	   energy              1.200025e-03    5.825141e-11    1.200025e-05 
	   displacement        2.778682e-01    2.136294e-07    9.417370e-07 

------- converged at time : 0.894391

 ]0;(89%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 93 : 0.903428 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 1
 Nonlinear solution status: time= 0.903428
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.189653e-04    1.614513e-01    0.000000e+00 
	   energy              1.060339e-03    4.404160e-05    1.060339e-05 
	   displacement        2.902220e-01    2.902220e-01    2.902220e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 2
 Nonlinear solution status: time= 0.903428
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.189653e-04    5.138882e-01    0.000000e+00 
	   energy              1.060339e-03    1.528566e-04    1.060339e-05 
	   displacement        2.902220e-01    6.906176e-01    2.336537e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 3
 Nonlinear solution status: time= 0.903428
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.189653e-04    8.072741e-03    0.000000e+00 
	   energy              1.060339e-03    2.580717e-05    1.060339e-05 
	   displacement        2.902220e-01    8.100093e-02    5.329064e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 4
 Nonlinear solution status: time= 0.903428
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.189653e-04    7.752712e-04    0.000000e+00 
	   energy              1.060339e-03    3.972038e-06    1.060339e-05 
	   displacement        2.902220e-01    2.015502e-02    7.376608e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 5
 Nonlinear solution status: time= 0.903428
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.189653e-04    1.174555e-05    0.000000e+00 
	   energy              1.060339e-03    7.147978e-07    1.060339e-05 
	   displacement        2.902220e-01    2.972975e-03    8.288230e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 6
 Nonlinear solution status: time= 0.903428
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.189653e-04    1.754441e-07    0.000000e+00 
	   energy              1.060339e-03    9.101545e-08    1.060339e-05 
	   displacement        2.902220e-01    3.522104e-04    8.617530e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 7
 Nonlinear solution status: time= 0.903428
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.189653e-04    4.150974e-09    0.000000e+00 
	   energy              1.060339e-03    1.118568e-08    1.060339e-05 
	   displacement        2.902220e-01    4.320842e-05    8.734476e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 8
 Nonlinear solution status: time= 0.903428
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.189653e-04    2.401603e-10    0.000000e+00 
	   energy              1.060339e-03    1.362967e-09    1.060339e-05 
	   displacement        2.902220e-01    5.260029e-06    8.775481e-07 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 9
 Nonlinear solution status: time= 0.903428
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.189653e-04    2.470881e-11    0.000000e+00 
	   energy              1.060339e-03    1.658517e-10    1.060339e-05 
	   displacement        2.902220e-01    6.400391e-07    8.789810e-07 

------- converged at time : 0.903428

 ]0;(90%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00908949


===== beginning time step 94 : 0.912518 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111927

 1
 Nonlinear solution status: time= 0.912518
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.888199e-04    1.840522e-01    0.000000e+00 
	   energy              1.031590e-03    1.627221e-04    1.031590e-05 
	   displacement        3.148444e-01    3.148444e-01    3.148444e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 2
 Nonlinear solution status: time= 0.912518
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.888199e-04    4.087044e-01    0.000000e+00 
	   energy              1.031590e-03    1.786643e-04    1.031590e-05 
	   displacement        3.148444e-01    6.034075e-01    2.210206e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 3
 Nonlinear solution status: time= 0.912518
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.888199e-04    5.458746e-03    0.000000e+00 
	   energy              1.031590e-03    2.611428e-05    1.031590e-05 
	   displacement        3.148444e-01    6.217239e-02    4.510936e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 4
 Nonlinear solution status: time= 0.912518
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.888199e-04    2.993949e-04    0.000000e+00 
	   energy              1.031590e-03    3.417922e-06    1.031590e-05 
	   displacement        3.148444e-01    1.202765e-02    5.859058e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 5
 Nonlinear solution status: time= 0.912518
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.888199e-04    3.008348e-06    0.000000e+00 
	   energy              1.031590e-03    4.965814e-07    1.031590e-05 
	   displacement        3.148444e-01    1.380844e-03    6.391153e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 6
 Nonlinear solution status: time= 0.912518
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.888199e-04    3.917388e-08    0.000000e+00 
	   energy              1.031590e-03    5.124138e-08    1.031590e-05 
	   displacement        3.148444e-01    1.378056e-04    6.565954e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 7
 Nonlinear solution status: time= 0.912518
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.888199e-04    1.060607e-09    0.000000e+00 
	   energy              1.031590e-03    5.019273e-09    1.031590e-05 
	   displacement        3.148444e-01    1.336522e-05    6.621042e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 8
 Nonlinear solution status: time= 0.912518
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.888199e-04    6.884878e-11    0.000000e+00 
	   energy              1.031590e-03    4.855453e-10    1.031590e-05 
	   displacement        3.148444e-01    1.291509e-06    6.638224e-07 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 9
 Nonlinear solution status: time= 0.912518
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.888199e-04    6.095999e-12    0.000000e+00 
	   energy              1.031590e-03    4.693498e-11    1.031590e-05 
	   displacement        3.148444e-01    1.248316e-07    6.643571e-07 

------- converged at time : 0.912518

 ]0;(91%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00913874


===== beginning time step 95 : 0.921656 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 1
 Nonlinear solution status: time= 0.921656
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.229307e-04    1.899885e-01    0.000000e+00 
	   energy              1.092799e-03    2.164051e-04    1.092799e-05 
	   displacement        3.092719e-01    3.092719e-01    3.092719e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111963

 2
 Nonlinear solution status: time= 0.921656
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.229307e-04    2.626964e-01    0.000000e+00 
	   energy              1.092799e-03    1.273328e-04    1.092799e-05 
	   displacement        3.092719e-01    4.652745e-01    1.954693e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 3
 Nonlinear solution status: time= 0.921656
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.229307e-04    2.003655e-03    0.000000e+00 
	   energy              1.092799e-03    1.173809e-05    1.092799e-05 
	   displacement        3.092719e-01    3.591390e-02    3.230698e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 4
 Nonlinear solution status: time= 0.921656
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.229307e-04    4.001345e-05    0.000000e+00 
	   energy              1.092799e-03    9.366075e-07    1.092799e-05 
	   displacement        3.092719e-01    4.599138e-03    3.826018e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 5
 Nonlinear solution status: time= 0.921656
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.229307e-04    1.401193e-07    0.000000e+00 
	   energy              1.092799e-03    8.378328e-08    1.092799e-05 
	   displacement        3.092719e-01    3.178546e-04    4.003669e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 6
 Nonlinear solution status: time= 0.921656
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.229307e-04    9.746655e-10    0.000000e+00 
	   energy              1.092799e-03    5.479167e-09    1.092799e-05 
	   displacement        3.092719e-01    2.062249e-05    4.050424e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 7
 Nonlinear solution status: time= 0.921656
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.229307e-04    2.910788e-11    0.000000e+00 
	   energy              1.092799e-03    3.501021e-10    1.092799e-05 
	   displacement        3.092719e-01    1.310655e-06    4.062290e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 8
 Nonlinear solution status: time= 0.921656
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            4.229307e-04    1.687890e-12    0.000000e+00 
	   energy              1.092799e-03    2.222276e-11    1.092799e-05 
	   displacement        3.092719e-01    8.316961e-08    4.065283e-07 

------- converged at time : 0.921656

 ]0;(92%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.0092404


===== beginning time step 96 : 0.930897 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 1
 Nonlinear solution status: time= 0.930897
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.765697e-04    2.114904e-01    0.000000e+00 
	   energy              1.015870e-03    1.086283e-04    1.015870e-05 
	   displacement        3.343553e-01    3.343553e-01    3.343553e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 2
 Nonlinear solution status: time= 0.930897
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.765697e-04    1.094239e-01    0.000000e+00 
	   energy              1.015870e-03    8.853099e-05    1.015870e-05 
	   displacement        3.343553e-01    3.364044e-01    1.068746e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 3
 Nonlinear solution status: time= 0.930897
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.765697e-04    1.475154e-03    0.000000e+00 
	   energy              1.015870e-03    8.014174e-06    1.015870e-05 
	   displacement        3.343553e-01    3.182466e-02    1.681582e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 4
 Nonlinear solution status: time= 0.930897
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.765697e-04    2.094923e-05    0.000000e+00 
	   energy              1.015870e-03    7.613128e-07    1.015870e-05 
	   displacement        3.343553e-01    3.641839e-03    2.029387e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 5
 Nonlinear solution status: time= 0.930897
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.765697e-04    1.006244e-07    0.000000e+00 
	   energy              1.015870e-03    6.892793e-08    1.015870e-05 
	   displacement        3.343553e-01    2.858953e-04    2.144142e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 6
 Nonlinear solution status: time= 0.930897
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.765697e-04    8.746328e-10    0.000000e+00 
	   energy              1.015870e-03    5.003857e-09    1.015870e-05 
	   displacement        3.343553e-01    2.033403e-05    2.175923e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 7
 Nonlinear solution status: time= 0.930897
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.765697e-04    3.116616e-11    0.000000e+00 
	   energy              1.015870e-03    3.521118e-10    1.015870e-05 
	   displacement        3.343553e-01    1.427674e-06    2.184419e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 8
 Nonlinear solution status: time= 0.930897
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.765697e-04    2.031112e-12    0.000000e+00 
	   energy              1.015870e-03    2.470272e-11    1.015870e-05 
	   displacement        3.343553e-01    1.001563e-07    2.186675e-07 

------- converged at time : 0.930897

 ]0;(93%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00933006


===== beginning time step 97 : 0.940227 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 1
 Nonlinear solution status: time= 0.940227
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.336129e-04    2.318146e-01    0.000000e+00 
	   energy              9.418408e-04    3.089574e-05    9.418408e-06 
	   displacement        3.561968e-01    3.561968e-01    3.561968e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 2
 Nonlinear solution status: time= 0.940227
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.336129e-04    1.397261e-01    0.000000e+00 
	   energy              9.418408e-04    1.422908e-04    9.418408e-06 
	   displacement        3.561968e-01    3.832391e-01    1.169141e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 3
 Nonlinear solution status: time= 0.940227
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.336129e-04    5.423435e-03    0.000000e+00 
	   energy              9.418408e-04    2.455712e-05    9.418408e-06 
	   displacement        3.561968e-01    6.273051e-02    2.433526e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 4
 Nonlinear solution status: time= 0.940227
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.336129e-04    2.223626e-04    0.000000e+00 
	   energy              9.418408e-04    4.133991e-06    9.418408e-06 
	   displacement        3.561968e-01    1.169372e-02    3.357598e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 5
 Nonlinear solution status: time= 0.940227
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.336129e-04    4.002190e-06    0.000000e+00 
	   energy              9.418408e-04    6.517615e-07    9.418408e-06 
	   displacement        3.561968e-01    1.672590e-03    3.779448e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 6
 Nonlinear solution status: time= 0.940227
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.336129e-04    7.448946e-08    0.000000e+00 
	   energy              9.418408e-04    8.562679e-08    9.418408e-06 
	   displacement        3.561968e-01    2.142881e-04    3.939609e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 7
 Nonlinear solution status: time= 0.940227
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.336129e-04    2.153095e-09    0.000000e+00 
	   energy              9.418408e-04    1.075904e-08    9.418408e-06 
	   displacement        3.561968e-01    2.677407e-05    3.997328e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 8
 Nonlinear solution status: time= 0.940227
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.336129e-04    1.417692e-10    0.000000e+00 
	   energy              9.418408e-04    1.340077e-09    9.418408e-06 
	   displacement        3.561968e-01    3.332681e-06    4.017823e-07 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 9
 Nonlinear solution status: time= 0.940227
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.336129e-04    1.499508e-11    0.000000e+00 
	   energy              9.418408e-04    1.667991e-10    9.418408e-06 
	   displacement        3.561968e-01    4.148027e-07    4.025069e-07 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 10
 Nonlinear solution status: time= 0.940227
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            3.336129e-04    1.794977e-12    0.000000e+00 
	   energy              9.418408e-04    2.076336e-11    9.418408e-06 
	   displacement        3.561968e-01    5.163562e-08    4.027628e-07 

------- converged at time : 0.940227

 ]0;(94%) tempModel.feb - FEBio 2.9.0.0  
===== beginning time step 98 : 0.949557 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 1
 Nonlinear solution status: time= 0.949557
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.843939e-04    2.973272e-01    0.000000e+00 
	   energy              8.254700e-04    8.746579e-05    8.254700e-06 
	   displacement        4.361685e-01    4.361685e-01    4.361685e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 2
 Nonlinear solution status: time= 0.949557
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.843939e-04    3.992950e-01    0.000000e+00 
	   energy              8.254700e-04    1.683843e-04    8.254700e-06 
	   displacement        4.361685e-01    6.030641e-01    1.559220e-07 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 3
 Nonlinear solution status: time= 0.949557
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.843939e-04    4.183781e-03    0.000000e+00 
	   energy              8.254700e-04    1.872087e-05    8.254700e-06 
	   displacement        4.361685e-01    5.227695e-02    2.962812e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 4
 Nonlinear solution status: time= 0.949557
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.843939e-04    1.771365e-04    0.000000e+00 
	   energy              8.254700e-04    2.373924e-06    8.254700e-06 
	   displacement        4.361685e-01    9.467262e-03    3.825069e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 5
 Nonlinear solution status: time= 0.949557
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.843939e-04    1.442694e-06    0.000000e+00 
	   energy              8.254700e-04    3.143824e-07    8.254700e-06 
	   displacement        4.361685e-01    1.030910e-03    4.167415e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 6
 Nonlinear solution status: time= 0.949557
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.843939e-04    1.538570e-08    0.000000e+00 
	   energy              8.254700e-04    3.032441e-08    8.254700e-06 
	   displacement        4.361685e-01    9.684996e-05    4.277181e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 7
 Nonlinear solution status: time= 0.949557
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.843939e-04    3.641673e-10    0.000000e+00 
	   energy              8.254700e-04    2.788385e-09    8.254700e-06 
	   displacement        4.361685e-01    8.852451e-06    4.310797e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 8
 Nonlinear solution status: time= 0.949557
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.843939e-04    2.296289e-11    0.000000e+00 
	   energy              8.254700e-04    2.540527e-10    8.254700e-06 
	   displacement        4.361685e-01    8.062022e-07    4.320977e-07 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 9
 Nonlinear solution status: time= 0.949557
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.843939e-04    1.961657e-12    0.000000e+00 
	   energy              8.254700e-04    2.313601e-11    8.254700e-06 
	   displacement        4.361685e-01    7.341914e-08    4.324052e-07 

------- converged at time : 0.949557

 ]0;(95%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00936629


===== beginning time step 99 : 0.958923 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 1
 Nonlinear solution status: time= 0.958923
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.342413e-04    3.149169e-01    0.000000e+00 
	   energy              7.385550e-04    1.645279e-05    7.385550e-06 
	   displacement        4.511075e-01    4.511075e-01    4.511075e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112023

 2
 Nonlinear solution status: time= 0.958923
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.342413e-04    2.085936e-01    0.000000e+00 
	   energy              7.385550e-04    1.341874e-04    7.385550e-06 
	   displacement        4.511075e-01    4.503264e-01    9.940288e-08 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112035

 3
 Nonlinear solution status: time= 0.958923
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.342413e-04    3.676339e-03    0.000000e+00 
	   energy              7.385550e-04    1.571007e-05    7.385550e-06 
	   displacement        4.511075e-01    4.844860e-02    1.759740e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112017

 4
 Nonlinear solution status: time= 0.958923
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.342413e-04    1.170381e-04    0.000000e+00 
	   energy              7.385550e-04    2.116008e-06    7.385550e-06 
	   displacement        4.511075e-01    8.101636e-03    2.330391e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 5
 Nonlinear solution status: time= 0.958923
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.342413e-04    1.085206e-06    0.000000e+00 
	   energy              7.385550e-04    2.698034e-07    7.385550e-06 
	   displacement        4.511075e-01    9.009513e-04    2.566516e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 6
 Nonlinear solution status: time= 0.958923
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.342413e-04    1.252603e-08    0.000000e+00 
	   energy              7.385550e-04    2.714336e-08    7.385550e-06 
	   displacement        4.511075e-01    8.828774e-05    2.644759e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 7
 Nonlinear solution status: time= 0.958923
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.342413e-04    3.178474e-10    0.000000e+00 
	   energy              7.385550e-04    2.608060e-09    7.385550e-06 
	   displacement        4.511075e-01    8.440418e-06    2.669344e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 8
 Nonlinear solution status: time= 0.958923
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.342413e-04    2.106369e-11    0.000000e+00 
	   energy              7.385550e-04    2.486697e-10    7.385550e-06 
	   displacement        4.511075e-01    8.044024e-07    2.676969e-07 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 9
 Nonlinear solution status: time= 0.958923
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            2.342413e-04    1.885398e-12    0.000000e+00 
	   energy              7.385550e-04    2.369789e-11    7.385550e-06 
	   displacement        4.511075e-01    7.665693e-08    2.679326e-07 

------- converged at time : 0.958923

 ]0;(96%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00940057


===== beginning time step 100 : 0.968324 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1111999

 1
 Nonlinear solution status: time= 0.968324
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.976651e-04    3.561190e-01    0.000000e+00 
	   energy              6.742860e-04    6.870320e-05    6.742860e-06 
	   displacement        4.871914e-01    4.871914e-01    4.871914e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 2
 Nonlinear solution status: time= 0.968324
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.976651e-04    2.170509e-01    0.000000e+00 
	   energy              6.742860e-04    1.170979e-04    6.742860e-06 
	   displacement        4.871914e-01    4.720571e-01    8.478870e-08 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 3
 Nonlinear solution status: time= 0.968324
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.976651e-04    4.704625e-03    0.000000e+00 
	   energy              6.742860e-04    1.451695e-05    6.742860e-06 
	   displacement        4.871914e-01    5.468316e-02    1.522232e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 4
 Nonlinear solution status: time= 0.968324
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.976651e-04    1.686166e-04    0.000000e+00 
	   energy              6.742860e-04    2.114374e-06    6.742860e-06 
	   displacement        4.871914e-01    9.991159e-03    2.120602e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 5
 Nonlinear solution status: time= 0.968324
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.976651e-04    1.891203e-06    0.000000e+00 
	   energy              6.742860e-04    2.955520e-07    6.742860e-06 
	   displacement        4.871914e-01    1.240848e-03    2.387099e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 6
 Nonlinear solution status: time= 0.968324
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.976651e-04    2.361749e-08    0.000000e+00 
	   energy              6.742860e-04    3.337614e-08    6.742860e-06 
	   displacement        4.871914e-01    1.371230e-04    2.481691e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 7
 Nonlinear solution status: time= 0.968324
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.976651e-04    4.970278e-10    0.000000e+00 
	   energy              6.742860e-04    3.621745e-09    6.742860e-06 
	   displacement        4.871914e-01    1.480801e-05    2.513412e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 8
 Nonlinear solution status: time= 0.968324
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.976651e-04    3.068854e-11    0.000000e+00 
	   energy              6.742860e-04    3.900197e-10    6.742860e-06 
	   displacement        4.871914e-01    1.593894e-06    2.523885e-07 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 9
 Nonlinear solution status: time= 0.968324
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.976651e-04    3.062683e-12    0.000000e+00 
	   energy              6.742860e-04    4.197063e-11    6.742860e-06 
	   displacement        4.871914e-01    1.715125e-07    2.527328e-07 

------- converged at time : 0.968324

 ]0;(97%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.009433


===== beginning time step 101 : 0.977757 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 1
 Nonlinear solution status: time= 0.977757
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.700320e-04    3.894372e-01    0.000000e+00 
	   energy              6.236230e-04    2.183324e-04    6.236230e-06 
	   displacement        5.164653e-01    5.164653e-01    5.164653e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 2
 Nonlinear solution status: time= 0.977757
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.700320e-04    2.021039e-01    0.000000e+00 
	   energy              6.236230e-04    1.144623e-04    6.236230e-06 
	   displacement        5.164653e-01    4.700534e-01    5.758563e-08 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 3
 Nonlinear solution status: time= 0.977757
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.700320e-04    5.868849e-03    0.000000e+00 
	   energy              6.236230e-04    1.414888e-05    6.236230e-06 
	   displacement        5.164653e-01    5.963088e-02    1.147241e-07 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 4
 Nonlinear solution status: time= 0.977757
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.700320e-04    1.744995e-04    0.000000e+00 
	   energy              6.236230e-04    1.961722e-06    6.236230e-06 
	   displacement        5.164653e-01    1.006894e-02    1.717790e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 5
 Nonlinear solution status: time= 0.977757
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.700320e-04    1.574316e-06    0.000000e+00 
	   energy              6.236230e-04    2.459766e-07    6.236230e-06 
	   displacement        5.164653e-01    1.115869e-03    1.958626e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 6
 Nonlinear solution status: time= 0.977757
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.700320e-04    1.506480e-08    0.000000e+00 
	   energy              6.236230e-04    2.454435e-08    6.236230e-06 
	   displacement        5.164653e-01    1.083119e-04    2.038662e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 7
 Nonlinear solution status: time= 0.977757
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.700320e-04    2.719486e-10    0.000000e+00 
	   energy              6.236230e-04    2.332456e-09    6.236230e-06 
	   displacement        5.164653e-01    1.023791e-05    2.063733e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 8
 Nonlinear solution status: time= 0.977757
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.700320e-04    1.597822e-11    0.000000e+00 
	   energy              6.236230e-04    2.198203e-10    6.236230e-06 
	   displacement        5.164653e-01    9.644206e-07    2.071469e-07 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 9
 Nonlinear solution status: time= 0.977757
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.700320e-04    1.432157e-12    0.000000e+00 
	   energy              6.236230e-04    2.070297e-11    6.236230e-06 
	   displacement        5.164653e-01    9.082659e-08    2.073847e-07 

------- converged at time : 0.977757

 ]0;(98%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00946367


===== beginning time step 102 : 0.987221 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 1
 Nonlinear solution status: time= 0.987221
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.516378e-04    3.957783e-01    0.000000e+00 
	   energy              5.828982e-04    2.211582e-04    5.828982e-06 
	   displacement        5.229746e-01    5.229746e-01    5.229746e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 2
 Nonlinear solution status: time= 0.987221
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.516378e-04    1.681266e-01    0.000000e+00 
	   energy              5.828982e-04    1.057414e-04    5.828982e-06 
	   displacement        5.229746e-01    4.306361e-01    5.380768e-08 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 3
 Nonlinear solution status: time= 0.987221
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.516378e-04    4.948954e-03    0.000000e+00 
	   energy              5.828982e-04    1.248874e-05    5.828982e-06 
	   displacement        5.229746e-01    5.382064e-02    8.675499e-08 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 4
 Nonlinear solution status: time= 0.987221
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.516378e-04    1.243695e-04    0.000000e+00 
	   energy              5.828982e-04    1.704333e-06    5.828982e-06 
	   displacement        5.229746e-01    8.587601e-03    1.295390e-07 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 5
 Nonlinear solution status: time= 0.987221
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.516378e-04    1.054106e-06    0.000000e+00 
	   energy              5.828982e-04    2.046216e-07    5.828982e-06 
	   displacement        5.229746e-01    9.169288e-04    1.477568e-07 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 6
 Nonlinear solution status: time= 0.987221
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.516378e-04    9.716719e-09    0.000000e+00 
	   energy              5.828982e-04    1.971759e-08    5.828982e-06 
	   displacement        5.229746e-01    8.605993e-05    1.537403e-07 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 7
 Nonlinear solution status: time= 0.987221
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.516378e-04    1.896729e-10    0.000000e+00 
	   energy              5.828982e-04    1.813925e-09    5.828982e-06 
	   displacement        5.229746e-01    7.882075e-06    1.555870e-07 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 8
 Nonlinear solution status: time= 0.987221
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.516378e-04    1.180975e-11    0.000000e+00 
	   energy              5.828982e-04    1.657007e-10    5.828982e-06 
	   displacement        5.229746e-01    7.197767e-07    1.561482e-07 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 9
 Nonlinear solution status: time= 0.987221
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.516378e-04    1.039496e-12    0.000000e+00 
	   energy              5.828982e-04    1.512889e-11    5.828982e-06 
	   displacement        5.229746e-01    6.571579e-08    1.563181e-07 

------- converged at time : 0.987221

 ]0;(99%) tempModel.feb - FEBio 2.9.0.0  
AUTO STEPPER: increasing time step, dt = 0.00949268


===== beginning time step 103 : 0.996713 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 1
 Nonlinear solution status: time= 0.996713
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.409545e-04    4.331533e-01    0.000000e+00 
	   energy              5.661459e-04    2.786222e-04    5.661459e-06 
	   displacement        5.554958e-01    5.554958e-01    5.554958e-07 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 2
 Nonlinear solution status: time= 0.996713
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.409545e-04    1.221950e-01    0.000000e+00 
	   energy              5.661459e-04    8.663520e-05    5.661459e-06 
	   displacement        5.554958e-01    3.712587e-01    4.842442e-08 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 3
 Nonlinear solution status: time= 0.996713
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.409545e-04    3.961347e-03    0.000000e+00 
	   energy              5.661459e-04    9.581530e-06    5.661459e-06 
	   displacement        5.554958e-01    4.591631e-02    4.004819e-08 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 4
 Nonlinear solution status: time= 0.996713
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.409545e-04    1.035604e-04    0.000000e+00 
	   energy              5.661459e-04    1.532040e-06    5.661459e-06 
	   displacement        5.554958e-01    8.002719e-03    6.505397e-08 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 5
 Nonlinear solution status: time= 0.996713
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.409545e-04    9.002028e-07    0.000000e+00 
	   energy              5.661459e-04    1.883341e-07    5.661459e-06 
	   displacement        5.554958e-01    8.393218e-04    7.703377e-08 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 6
 Nonlinear solution status: time= 0.996713
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.409545e-04    1.073313e-08    0.000000e+00 
	   energy              5.661459e-04    2.023254e-08    5.661459e-06 
	   displacement        5.554958e-01    8.812702e-05    8.127792e-08 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 7
 Nonlinear solution status: time= 0.996713
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.409545e-04    2.553429e-10    0.000000e+00 
	   energy              5.661459e-04    2.091986e-09    5.661459e-06 
	   displacement        5.554958e-01    9.067818e-06    8.267718e-08 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 8
 Nonlinear solution status: time= 0.996713
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.409545e-04    1.751486e-11    0.000000e+00 
	   energy              5.661459e-04    2.147493e-10    5.661459e-06 
	   displacement        5.554958e-01    9.305538e-07    8.312926e-08 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 9
 Nonlinear solution status: time= 0.996713
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.409545e-04    1.711190e-12    0.000000e+00 
	   energy              5.661459e-04    2.203525e-11    5.661459e-06 
	   displacement        5.554958e-01    9.548094e-08    8.327447e-08 
Reforming stiffness matrix: reformation #10

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 10
 Nonlinear solution status: time= 0.996713
	stiffness updates             = 0
	right hand side evaluations   = 11
	stiffness matrix reformations = 10
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.409545e-04    1.748536e-13    0.000000e+00 
	   energy              5.661459e-04    2.260988e-12    5.661459e-06 
	   displacement        5.554958e-01    9.797052e-09    8.332102e-08 

------- converged at time : 0.996713

 ]0;(100%) tempModel.feb - FEBio 2.9.0.0  MUST POINT CONTROLLER: adjusting time step. dt = 0.00328679


===== beginning time step 104 : 1 =====
Reforming stiffness matrix: reformation #1

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 1
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 2
	stiffness matrix reformations = 1
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.579287e-05    6.974210e-03    0.000000e+00 
	   energy              6.482044e-05    2.919543e-05    6.482044e-07 
	   displacement        7.165669e-02    7.165669e-02    7.165669e-08 
Reforming stiffness matrix: reformation #2

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 2
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 3
	stiffness matrix reformations = 2
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.579287e-05    4.939507e-03    0.000000e+00 
	   energy              6.482044e-05    1.372312e-05    6.482044e-07 
	   displacement        7.165669e-02    6.559642e-02    3.916745e-09 
Reforming stiffness matrix: reformation #3

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 3
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 4
	stiffness matrix reformations = 3
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.579287e-05    4.931750e-05    0.000000e+00 
	   energy              6.482044e-05    1.397738e-06    6.482044e-07 
	   displacement        7.165669e-02    6.274647e-03    9.625311e-09 
Reforming stiffness matrix: reformation #4

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 4
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 5
	stiffness matrix reformations = 4
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.579287e-05    5.956797e-07    0.000000e+00 
	   energy              6.482044e-05    1.455913e-07    6.482044e-07 
	   displacement        7.165669e-02    6.744476e-04    1.420591e-08 
Reforming stiffness matrix: reformation #5

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 5
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 6
	stiffness matrix reformations = 5
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.579287e-05    6.480639e-09    0.000000e+00 
	   energy              6.482044e-05    1.488184e-08    6.482044e-07 
	   displacement        7.165669e-02    6.704974e-05    1.593819e-08 
Reforming stiffness matrix: reformation #6

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 6
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 7
	stiffness matrix reformations = 6
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.579287e-05    1.610312e-10    0.000000e+00 
	   energy              6.482044e-05    1.454191e-09    6.482044e-07 
	   displacement        7.165669e-02    6.535444e-06    1.650671e-08 
Reforming stiffness matrix: reformation #7

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 7
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 8
	stiffness matrix reformations = 7
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.579287e-05    1.121758e-11    0.000000e+00 
	   energy              6.482044e-05    1.415380e-10    6.482044e-07 
	   displacement        7.165669e-02    6.359147e-07    1.668672e-08 
Reforming stiffness matrix: reformation #8

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 8
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 9
	stiffness matrix reformations = 8
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.579287e-05    1.048619e-12    0.000000e+00 
	   energy              6.482044e-05    1.377260e-11    6.482044e-07 
	   displacement        7.165669e-02    6.187370e-08    1.674313e-08 
Reforming stiffness matrix: reformation #9

===== reforming stiffness matrix:
	Nr of equations ........................... : 7387
	Nr of nonzeroes in stiffness matrix ....... : 1112059

 9
 Nonlinear solution status: time= 1
	stiffness updates             = 0
	right hand side evaluations   = 10
	stiffness matrix reformations = 9
	step from line search         = 1.000000
	convergence norms :     INITIAL         CURRENT         REQUIRED
	   residual            1.579287e-05    1.016160e-13    0.000000e+00 
	   energy              6.482044e-05    1.340257e-12    6.482044e-07 
	   displacement        7.165669e-02    6.020768e-09    1.676075e-08 

------- converged at time : 1

 ]0;(100%) tempModel.feb - FEBio 2.9.0.0  

N O N L I N E A R   I T E R A T I O N   I N F O R M A T I O N

	Number of time steps completed .................... : 104

	Total number of equilibrium iterations ............ : 612

	Average number of equilibrium iterations .......... : 5.88462

	Total number of right hand evaluations ............ : 729

	Total number of stiffness reformations ............ : 612

	Time in linear solver: 0:01:42


 Elapsed time : 0:02:44


 N O R M A L   T E R M I N A T I O N

Waiting for log file...
Proceeding to check log file...04-Jun-2019 13:06:34
------- converged at time : 0.01
------- converged at time : 0.02
------- converged at time : 0.03
------- converged at time : 0.04
------- converged at time : 0.05
------- converged at time : 0.06
------- converged at time : 0.07
------- converged at time : 0.08
------- converged at time : 0.09
------- converged at time : 0.1
------- converged at time : 0.11
------- converged at time : 0.12
------- converged at time : 0.13
------- converged at time : 0.14
------- converged at time : 0.15
------- converged at time : 0.16
------- converged at time : 0.17
------- converged at time : 0.18
------- converged at time : 0.19
------- converged at time : 0.2
------- converged at time : 0.21
------- converged at time : 0.22
------- converged at time : 0.23
------- converged at time : 0.24
------- converged at time : 0.25
------- converged at time : 0.26
------- converged at time : 0.27
------- converged at time : 0.28
------- converged at time : 0.29
------- converged at time : 0.3
------- converged at time : 0.31
------- converged at time : 0.32
------- converged at time : 0.33
------- converged at time : 0.34
------- converged at time : 0.35
------- converged at time : 0.36
------- converged at time : 0.37
------- converged at time : 0.38
------- converged at time : 0.39
------- converged at time : 0.4
------- converged at time : 0.41
------- converged at time : 0.42
------- converged at time : 0.43
------- converged at time : 0.44
------- converged at time : 0.45
------- converged at time : 0.46
------- converged at time : 0.47
------- converged at time : 0.48
------- converged at time : 0.49
------- converged at time : 0.5
------- converged at time : 0.51
------- converged at time : 0.52
------- converged at time : 0.53
------- converged at time : 0.54
------- converged at time : 0.55
------- converged at time : 0.56
------- converged at time : 0.57
------- converged at time : 0.58
------- converged at time : 0.59
------- converged at time : 0.6
------- converged at time : 0.61
------- converged at time : 0.62
------- converged at time : 0.63
------- converged at time : 0.64
------- converged at time : 0.65
------- converged at time : 0.66
------- converged at time : 0.67
------- converged at time : 0.68
------- converged at time : 0.69
------- converged at time : 0.7
------- converged at time : 0.71
------- converged at time : 0.72
------- converged at time : 0.73
------- converged at time : 0.736628
------- converged at time : 0.743654
------- converged at time : 0.751031
------- converged at time : 0.75892
------- converged at time : 0.767058
------- converged at time : 0.77556
------- converged at time : 0.784354
------- converged at time : 0.79329
------- converged at time : 0.802284
------- converged at time : 0.811397
------- converged at time : 0.820615
------- converged at time : 0.829874
------- converged at time : 0.839174
------- converged at time : 0.848557
------- converged at time : 0.857973
------- converged at time : 0.867389
------- converged at time : 0.876371
------- converged at time : 0.885353
------- converged at time : 0.894391
------- converged at time : 0.903428
------- converged at time : 0.912518
------- converged at time : 0.921656
------- converged at time : 0.930897
------- converged at time : 0.940227
------- converged at time : 0.949557
------- converged at time : 0.958923
------- converged at time : 0.968324
------- converged at time : 0.977757
------- converged at time : 0.987221
------- converged at time : 0.996713
------- converged at time : 1
--- Done --- 04-Jun-2019 13:06:34

Import FEBio results

if 1%runFlag==1 %i.e. a succesful run
    % Importing nodal displacements from a log file
    [time_mat, N_disp_mat,~]=importFEBio_logfile(fullfile(savePath,febioLogFileName_disp)); %Nodal displacements
    time_mat=[0; time_mat(:)]; %Time

    N_disp_mat=N_disp_mat(:,2:end,:);
    sizImport=size(N_disp_mat);
    sizImport(3)=sizImport(3)+1;
    N_disp_mat_n=zeros(sizImport);
    N_disp_mat_n(:,:,2:end)=N_disp_mat;
    N_disp_mat=N_disp_mat_n;
    DN=N_disp_mat(:,:,end);
    DN_magnitude=sqrt(sum(DN(:,3).^2,2));
    V_def=V+DN;
    V_DEF=N_disp_mat+repmat(V,[1 1 size(N_disp_mat,3)]);
    X_DEF=V_DEF(:,1,:);
    Y_DEF=V_DEF(:,2,:);
    Z_DEF=V_DEF(:,3,:);
%     [CF]=vertexToFaceMeasure(Fb_all,DN_magnitude);

Plotting the simulated results using anim8 to visualize and animate deformations

    % Create basic view and store graphics handle to initiate animation
    hf=cFigure; hold on;
    gtitle([febioFebFileNamePart,': Press play to animate']);
    hp1=gpatch(Fb_blob_plot,V_def,DN_magnitude,'k',1); %Add graphics object to animate
    hp2=gpatch(F_probe_plot,V_def,'kw','none',0.5); %Add graphics object to animate
%     gpatch(Fb_all,V,0.5*ones(1,3),'none',0.25); %A static graphics object

    axisGeom(gca,fontSize);
    colormap(gjet(250)); colorbar;
    caxis([0 max(DN_magnitude)]); caxis manual;
    axis([min(X_DEF(:)) max(X_DEF(:)) min(Y_DEF(:)) max(Y_DEF(:)) min(Z_DEF(:)) max(Z_DEF(:))]);
    camlight headlight;
    view(15,8);
    drawnow;
    % Set up animation features
    animStruct.Time=time_mat; %The time vector
    for qt=1:1:size(N_disp_mat,3) %Loop over time increments
        DN=N_disp_mat(:,:,qt); %Current displacement
        DN_magnitude=sqrt(sum(DN.^2,2)); %Current displacement magnitude
        V_def=V+DN; %Current nodal coordinates
%         [CF]=vertexToFaceMeasure(Fb_all,DN_magnitude); %Current color data to use

        %Set entries in animation structure
        animStruct.Handles{qt}=[hp1 hp1 hp2]; %Handles of objects to animate
        animStruct.Props{qt}={'Vertices','CData','Vertices'}; %Properties of objects to animate
        animStruct.Set{qt}={V_def,DN_magnitude,V_def}; %Property values for to set in order to animate
    end
    anim8(hf,animStruct); %Initiate animation feature
    caxis([0 max(DN_magnitude)]); caxis manual;
    drawnow;
end

GIBBON www.gibboncode.org

Kevin Mattheus Moerman, [email protected]

GIBBON footer text

License: https://github.com/gibbonCode/GIBBON/blob/master/LICENSE

GIBBON: The Geometry and Image-based Bioengineering add-On. A toolbox for image segmentation, image-based modeling, meshing, and finite element analysis.

Copyright (C) 2019 Kevin Mattheus Moerman

This program is free software: you can redistribute it and/or modify it under the terms of the GNU General Public License as published by the Free Software Foundation, either version 3 of the License, or (at your option) any later version.

This program is distributed in the hope that it will be useful, but WITHOUT ANY WARRANTY; without even the implied warranty of MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the GNU General Public License for more details.

You should have received a copy of the GNU General Public License along with this program. If not, see http://www.gnu.org/licenses/.